Updated on 2026/04/10

写真a

 
NABESHIMA YASUYUKI
 
Organization
Graduate School of Engineering Division of Urban Engineering Professor
School of Engineering Department of Urban Design and Engineering
Title
Professor
Affiliation
Institute of Engineering
Affiliation campus
Sugimoto Campus

Position

  • Graduate School of Engineering Division of Urban Engineering 

    Professor  2026.04 - Now

  • School of Engineering Department of Urban Design and Engineering 

    Professor  2026.04 - Now

Degree

  • Ph.D

Research Areas

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Geotechnical engineering  / soil improvement

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Disaster prevention engineering  / soil liquefaction countermeasure

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Structure engineering and earthquake engineering

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Geotechnical engineering

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Environmental systems for civil engineering

Research Interests

  • soil improvement

  • soil liquefaction countermeasure

  • Nondestructive inspection

  • satelitte sensing

  • climate change / global warming

  • construction digital transformation

  • environmental ground vibration

  • ground improvement

  • sediment disaster

  • seismic reinforcement of earth structure

  • geo-maintenance

Professional Memberships

  • 日本材料学会

  • 地盤工学会

  • 土木学会

  • 一般社団法人ドローン測量教育研究機構

  • International Society of Soil Mecanics and Geotechnical Engineering

  • International Society of Ocean and Polar Engineering

▼display all

Awards

  • Geotechnical Technology Award

    Yasuyuki Nabeshima, Ryuichiro Tsuruse

    2022.04   Japan Geotechnical Sosiety. Kansai Branch  

Job Career (off-campus)

  • National Institute of Technology, Akashi College   Department of Civil Engineering

    2011.04 - 2026.03

Papers

  • Countermeasures Against the Heaving by Ground Improvement under the Invert with Flat Cross-Section Tunnel Reviewed

    Yasuyuki Nabeshima

    The 18th East Asia-Pacific Conference on Structural Engineering & Construction   13 - 15   2024.11

    　More details

    Authorship：Lead author   Publishing type：Research paper (international conference proceedings)  

  • 地域資源としての天然砥石採石跡の保存について

    鍋島 康之

    Kansai Geo-Symposium 2024 論文集   83 - 86   2024.11

    　More details

    Authorship：Lead author   Publishing type：Research paper (conference, symposium, etc.)  

  • PKS燃焼灰の土質改良効果に関する基礎研究 Reviewed

    鍋島康之, 大谷慈温, 前田佳希

    第16回地盤改良シンポジウム論文集   605 - 608   2024.10

    　More details

    Authorship：Lead author   Publishing type：Research paper (conference, symposium, etc.)  

  • 畳み込みニューラルネットワークを用いた模擬掃流砂判別への試み Reviewed

    鍋島康之, 竹ノ内史弥

    第12回土砂災害に関するシンポジウム論文集   73 - 76   2024.08

    　More details

    Authorship：Lead author   Publishing type：Research paper (scientific journal)  

  • 台湾鉄道の運輸施設に見られる日本統治時代の影響

    小原優輝, 鍋島康之

    第28回鉄道工学シンポジウム   28 ( 1 )   21 - 24   2024.07

    　More details

    Authorship：Last author   Publishing type：Research paper (conference, symposium, etc.)  

  • Effects of Fault Displacement on Earth Structures above Active Fault Reviewed

    Yasuyuki Nabeshima

    International Journal of Structural and Civil Engineering Research   13 ( 2 )   72 - 77   2024.03

    　More details

    Authorship：Lead author   Publishing type：Research paper (scientific journal)  

  • Unmanned aerial vehicle implementation for pavement condition survey Reviewed

    Yackob Astor, Yasuyuki Nabeshima, Retno Utami, Atmy Verani Rouly Sihombing, Muhammad Adli, Muhammad Rizki Firdaus

    Transportation Engineering   12 ( 6 )   1 - 11   2023.06

    　More details

    Publishing type：Research paper (scientific journal)  

  • Implementation of UAV for Pavement Functional Performance Assesment Reviewed

    Yackob Astor, Retno Utami, Yasuyuki Nabeshima, Atmy Vera Rouly Sihombing

    International Journal of Sustainable Construction Engineering and Technology   14 ( 1 )   270 - 278   2023.01

    　More details

    Publishing type：Research paper (scientific journal)  

  • 楽しくわかりやすい土木実験 Invited

    鍋島康之

    土木技術   75 ( 7 )   52 - 57   2020.07

    　More details

    Authorship：Lead author,　Corresponding author   Publishing type：Research paper (other academic)  

  • 微粒子系セメントの砂質地盤への浸透注入特性に関する研究 Reviewed

    鍋島 康之

    第14回地盤改良シンポジウム論文集   1   133 - 136   2020

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • Permeation of Ultra-Fine Particle Cement to Sandy Ground and Cement Stabilization Reviewed

    鍋島 康之

    Proceedings of the Thirtieth (2020) International Ocean and Polar Engineering Conference   2   1734 - 1738   2020

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • Permeation of ultra-fine particle cement to sandy ground and cement stabilization Reviewed

    鍋島 康之

    Proceedings of International Society on Polar and Ocean Engineering   DVD   1 - 4   2020

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • Permeation of ultra-fine particle cement grout into sandy ground Reviewed

    鍋島 康之

    International Journal of Structural and Civil Engineering Research   DVD   1 - 6   2020

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • ブロック積み擁壁の鉄筋挿入による耐震性向上に関する振動台実験 Reviewed

    鍋島 康之

    ジオシンセティックス論文集   34   169 - 174   2019.12

    　More details

    Publishing type：Research paper (scientific journal)  

  • Retesting on tension fracture of sand-packed container in small-size model tests Reviewed

    NABESHIMA Yasuyuki

    Proceedings of the 28th International Ocean and Polar Engineering Conference   2   727 - 731   2018.06

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • マスク機能を用いた車両除去による路面情報の抽出 Reviewed

    鍋島 康之, 草木 茂雄, 森 誉光

    関西道路研究会会報   42   8 - 11   2018.05

  • 音響反射を利用したトンネル覆工コンクリートの劣化診断に関する基礎的検討 Reviewed

    鍋島 康之

    トンネル工学報告集   27 ( I-7 )   1 - 4   2017.11

    　More details

    Publishing type：Research paper (scientific journal)  

  • Non-destructive testing of tunnel lining concrete by using acoustic reflection Reviewed

    NABESHIMA Yasuyuki

    Proceedings of East Asia-Pasific conference on Structural Engineering and Construction (EASEC-15)   1731 - 1736   2017.10

    　More details

    Publishing type：Research paper (conference, symposium, etc.)  

  • ゴミ溶融スラグを混合したアスファルト舗装の実証実験 Reviewed

    鍋島 康之, 藤井 政人, 木和田 貴哉

    第32回日本道路会議論文集   ( 3107 )   2017.10

    　More details

    Publishing type：Research paper (scientific journal)  

  • 火山灰質土の土壌熱伝導率に関する考察 Reviewed

    鍋島 康之

    第12回環境地盤シンポジウム論文集   85 - 90   2017.09

    　More details

    Publishing type：Research paper (conference, symposium, etc.)  

  • 各種非破壊検査による覆工コンクリート内部亀裂の検知比較 Reviewed

    鍋島 康之, 松本 俊範

    関西道路研究会会報   41   6 - 11   2017.05

    　More details

    Publishing type：Research paper (scientific journal)  

  • 海岸構造物としてのサンドパック利用 Reviewed

    鍋島 康之

    ジオシンセティックス技術情報   33 ( 1 )   21 - 24   2017.03

    　More details

    Publishing type：Research paper (scientific journal)  

  • 音響反射を利用したトンネル覆工コンクリートの劣化診断に関する基礎的検討 Reviewed

    鍋島 康之, 上杉 潤矢

    トンネル工学研究発表会講演集   27   1 - 4   2017

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • CONSIDERATION ON BREAKAGE MODE OF GEOTEXTILE SANDBAG Reviewed

    31   31 - 36   2016.12（ ISSN:1344-6193 ）

    　More details

    Publishing type：Research paper (scientific journal)  

    CiNii Research

  • Brief report on collapse concentration areas of houses in the 2016 Kumamoto Earthquake Reviewed

    NABESHIMA Yasuyuki

    Proceedins of The 8th Asian Joint Symposium on Geotechnical and Geoenvironmental Engineering   120 - 121   2016.11

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • 和歌山市北部大規模造成地における常時微動計測 Reviewed

    鍋島 康之

    Kansai Geo-Symposium 2016 論文集   19 - 24   2016.11

    　More details

    Publishing type：Research paper (conference, symposium, etc.)  

  • Mitigation of Rainfall Induced Creeping Movement of Embankment–A Case History Reviewed

    NABESHIMA Yasuyuki

    Proceedings of 7th Japan-Taiwan Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfall   53 - 54   2016.11

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • Consideration on the distribution of voids in the collapsed rocks through the two-dimensional model test Reviewed

    NABESHIMA Yasuyuki

    118 - 119   2016.11

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • H/V spectral ratio of micro-tremors in the residential land embankments dameged by the 2011 Tohoku Earthquake Reviewed

    NABESHIMA Yasuyuki

    International Symposium: Effects of Surface Geology on Seismic Motion   ( P107D )   1 - 8   2016.08

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • H/V spectral ratio of micro-tremors in the residential land embankments damaged by the 2011 Tohoku Earthquake Reviewed

    NABESHIMA Yasuyuki

    Proceedings of International Symposium on Effects of Surface Geology on Seismic Motion   P107D   2016.05

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • Traial application of ultrasonic non-destructive inspection for small crack in the lining concrete Reviewed

    NABESHIMA Yasuyuki

    Proceedings of the 14th East Asia-Pacific Conference on Structural Engineering and Construction   1696 - 1072   2016.01

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • CONSIDERATION ON BREAKAGE MODE OF GEOTEXTILE SANDBAG

    NABESHIMA Yasuyuki

    Geosynthetics Engineering Journal   31 ( 0 )   31   2016（ ISSN:13446193 ） （ eISSN:1883146X ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    The large size geotextile sandbags filled with dredged soil are buried along the shore line to protect sea shore erosion. One of the geotextile sandbags at the Ooida coast in Miyazaki city was broken by high waves of the typhoon in 2014. Ministry of Land, Infrastructure, Transport and Tourism (MLIT) investigated the breakage mechanism of the geotextile sandbag. The reason of the breakage was that a concrete brock under the sandbag penetrated the geotextile. In this study, a series of the model tests were carried out to elucidate the breakage mechanism of geotextile sandbag by bending sandbags.

    DOI： 10.5030/jcigsjournal.31.31

    CiNii Research

  • Future issues on disaster prevention measures and inspection of the embankments in massive earthquake considering geo-informatics database Reviewed

    NABESHIMA Yasuyuki

    Proceedings of Kansai Geo-Symposium 2015   209 - 214   2015.11

    　More details

    Publishing type：Research paper (conference, symposium, etc.)  

  • Soil improvement of tsunami sediment soil by steel slug and concrete sludge Reviewed

    Yasuyuki Nabeshima

    15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability   2 ( JPN-001 )   1884 - 1887   2015（ eISSN:21888027 ）

    　More details

    Publishing type：Research paper (international conference proceedings)  

    The most powerful earthquake, the 2011 Tohoku Earthquake, occurred on March 11, 2011. The north-eastern region of Japan have been most seriously damaged by the tsunami waves devastated the Pacific coast. Total amount of tsunami sediment was estimated around ten million ton in Miyagi, Iwate and Fukushima prefectures. It is necessary to use the tsunami sediment soil by construction materials in reconstruction works in north-eastern area in Japan. In this paper, an author proposed a reuse method of tsunami sediment soil by mixing with stabilizers, such as steel slug and concrete sludge. To improve strength of tsunami sediment, the blast furnace slug was used, however, a long time is necessary to enhance the strength of soft soil improved by blast furnace slug alone. To accelerate the hardening time, the author added concrete sludge as an alkaline irritant to awake the potential hardening effect of blast furnace slug. The strength of tsunami sediment soil improved by blast furnace slug rapidly increased by adding the concrete sludge. The improved tsunami sediment achieved the target strength for construction materials within short period and it was applicable for the construction of embankment or fill material.

    DOI： 10.3208/jgssp.JPN-001

    CiNii Research

  • 水砕スラグおよびコンクリートスラッジで固化処理した津波堆積土の強度特性 Reviewed

    鍋島 康之, 野口 登史樹

    第11回地盤改良シンポジウム論文集   119 - 122   2014.11

    　More details

    Publishing type：Research paper (conference, symposium, etc.)  

  • Mechanical properties of tsunami deposit mixed with concrete rubble Reviewed

    NABESHIMA Yasuyuki

    Proceedings of the 24th International Ocean and Polar Engineering Conference   2   769 - 772   2014.06

    　More details

    Publishing type：Research paper (international conference proceedings)  

  • Liquefaction And Port Facilities Damages Due to the Earthquake Occurred on 13 April 2013 on Awaji Island Reviewed

    Yasuyuki NABESHIMA, Yuki KISHI, Daichi TANIGUCHI

    Memoirs of the Akashi Technical College   ( 56 )   15 - 20   2014.02（ ISSN:02861917 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • 5-227 Disaster Prevention Education by Using Internet Websites of Local Governments Reviewed

    NABESHIMA Yasuyuki

    Proceedings of Annual Conference of Japanese Society for Engineering Education   2013 ( 0 )   362 - 363   2013（ ISSN:21898928 ） （ eISSN:24241458 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.20549/jseeja.2013.0_362

    CiNii Research

  • 帯水層蓄熱を模擬した温水拡散挙動の可視化実験 Reviewed

    鍋島 康之

    地下水地盤環境に関するシンポジウム 2012   39 - 44   2012.11

    　More details

    Publishing type：Research paper (scientific journal)  

  • 2-221 Change of Mind for Disaster Prevention of ANCT Students before and after the 2011 Earthquake : Methodology of Education for Disaster Prevention after the Earthquake Reviewed

    NABESHIMA Yasuyuki

    Proceedings of Annual Conference of Japanese Society for Engineering Education   2012 ( 0 )   246 - 247   2012（ ISSN:21898928 ） （ eISSN:24241458 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.20549/jseeja.2012.0_246

    CiNii Research

  • 紙片混合改良土の強度発現メカニズムについて Reviewed

    鍋島 康之, 友久 誠司

    第10回地盤改良シンポジウム発表論文集   505 - 508   2012

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • 混合処理土の力学特性(3.地盤材料,総括,<特集>第46回地盤工学研究発表会) Reviewed

    鍋島康之

    地盤工学会誌   59(12)   26   2011.12

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • 紙片を混合した改良土の強度特性 Reviewed

    友久 誠司, 鍋島 康之

    第9回環境地盤工学シンポジウム発表論文集   237 - 242   2011

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • アンカー(6.地盤と構造物,総括,<特集>第45回地盤工学研究発表会) Reviewed

    鍋島康之

    地盤工学会誌   58(12)   29   2010.12

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • 市民講演会「阪神・淡路大震災から得られた技術教訓の伝承」開催報告 : 造成宅地で何が起きたのか?想定外の現象に対応するための仕組みの構築と課題(学会の動き) Reviewed

    兵庫県南部地震を後世に伝承するための研究委員会, 鍋島康之

    地盤工学会誌   58(2)   52   2010.02

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • 紙片混合処理土の一軸圧縮強さと紙片引張強度 Reviewed

    鍋島 康之, 友久 誠司

    第9回地盤改良シンポジウム発表論文集   135 - 138   2010

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • EXPERIMENTAL STUDY ON DEFORMATION BEHAVIOR OF REINFORCED EARTH WALL WITH DISCRERE-LAYOUT OF REINFORCEMENTS

    NABESHIMA Yasuyuki, SAITSU Yohei, AOSHIMA Mitsunobu

    Geosynthetics Engineering Journal   25   33 - 38   2010（ ISSN:13446193 ） （ eISSN:1883146X ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    Pullout resistance of reinforcement was very important factor to design the reinforced earth wall structure. Reinforced earth walls with discrete-layout reinforcements were constructed by considering the dilatancy effect. A series of small model test was performed to compare deformation behaviors. Difference in deformation behaviors of reinforced earth walls between normal-layout and discrete-layout reinforcements was discussed. The width of model reinforcement was changed among three types of the width such as full width, 10%, and 20% narrowing. In conclusion, horizontal displacement of front panel in 10% narrowing was smaller than that full width. The discretelayout has an advantage to reduce the horizontal displacement by selecting the reasonable width of reinforcement.

    DOI： 10.5030/jcigsjournal.25.33

    CiNii Research

  • グラウンドアンカー((6)グラウンドアンカー,6.地盤と構造物,<特集>第44回地盤工学研究発表会) Reviewed

    鍋島康之

    地盤工学会誌   57(12)   28   2009.12

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • Possibility of Effective Use of Concrete Sludge as Additive Reviewed

    TOMOHISA Seishi, NABESHIMA Yasuyuki, NAITO Nagahide, IKEFUJI Yaoki

    Memoirs of the Akashi Technical College   52   20 - 25   2009.12（ ISSN:02861917 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • TS13. 地盤改良(1)(<特集>第13回アジア地域会議(インド),第3回日中地盤工学シンポジウム(重慶)) Reviewed

    鍋島康之

    地盤工学会誌   56(6)   19   2008.06

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • ペーパーシュレッダーを混合したため池底泥の強度特性に関する研究

    鍋島康之, 友久誠司, 森本真衣

    第8回地盤改良シンポジウム論文集   19 - 22   2008

  • 明石高専近隣に位置するため池堤防の常時微動特性

    鍋島康之

    地盤の環境・計測技術に関するシンポジウム2008   65 - 68   2008

  • 地盤環境保全対策研究委員会報告-大阪地域における地下水および地盤沈下の現状-

    鍋島康之, 長屋淳一

    地下水地盤環境に関するシンポジウム2008発表論文集   119 - 121   2008

  • 地盤環境保全対策研究委員会報告-地下水管理事例-

    鍋島康之, 金山正民, 田中尚人

    地下水地盤環境に関するシンポジウム2008発表論文集   122 - 130   2008

  • Effect of Surface Holding on Stabilizing Mechanism of Reinforced Natural Slope

    NABESHIMA Yasuyuki, KIGOSHI Shoji

    journal of the Japan Society for Testing Materials   57 ( 1 )   38 - 43   2008（ ISSN:0514-5163 ） （ eISSN:18807488 ）

    　More details

    In recent years, various reinforced earth methods of natural slope are proposed. The authors also proposed a new reinforced natural slope method which consists of five main parts such as rock bolts, tie rods, steel wing plates, cap plates and pressure plates and has a holding effect of slope surface by combining with five parts. We have investigated and confirmed the surface holding effect on stabilizing mechanism of natural slope through direct and zone shear tests. In this paper, we investigated the surface holding effect through direct and zone shear tests and compared the proposed method with concrete frame method with reinforcements about the surface holding effect. And we also performed the same tests in a different ground condition. As the results, the surface holding effect on stabilizing mechanism of dense sand was clear in the zone shear test. It was confirmed that the proposed method and concrete frame method have similar shear strength and surface holding effect in the dense sand.

    DOI： 10.2472/jsms.57.38

    CiNii Research

    Other URL： https://jlc.jst.go.jp/DN/JALC/00304809507?from=CiNii

  • Shaking Table Tests of Model Road Embankments with Improved Slope Toes Reviewed

    NABESHIMA Yasuyuki, TANAKA Yuta, TOYOTA Shingo

    Memoirs of the Akashi Technical College   50   35 - 40   2007.12（ ISSN:02861917 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    In the 2004 Mid-Niigata Prefecture and the 2007 Noto-Peninsula Earthquakes, many road infrastructures, especially road embankments, suffered severe damages. Seismic countermeasures for road embankments had not been considered up to then; however, these earthquakes emphasized the necessity of seismic countermeasures for road embankments. A series of shaking table tests was performed to confirm the dynamic performance of road embankments with partially improved slope toes. The increase in dynamic performance, such as settlement and acceleration at the top of the embankment, was confirmed in the road embankments with partially improved toes.

    CiNii Research

  • (財)日本地下水理化学研究所コーナー 空気注入による地盤の不飽和化に伴う液状化抑制効果 Reviewed

    鍋島 康之, 常田 賢一, 長岡 慶幸

    地下水技術 = Journal of ground water technology   49 ( 7 )   23 - 28   2007.07（ ISSN:09164154 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • DAMAGE LEVEL OF ROAD INFRASTRUCTURE AND ROAD TRAFFIC PERFORMANCE IN THE MID NIIGATA PREFECTURE EARTHQUAKE OF 2004

    EGAWA Yusuke, TOKIDA Ken-ichi, ODA Kazuhiro, NABESHIMA Yasuyuki

    STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING   24 ( 1 )   51S - 61S   2007（ ISSN:02898063 ） （ eISSN:18823424 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    The Mid Niigata Prefecture Earthquake of 2004 was an inland earthquake characterized by damage focused in local and mountainous areas. The damage of road infrastructures is also marked by the characteristics of the local area. In order to prevent or reduce earthquake damage in the future, it is important to clarify the characteristics of the damage level and the road traffic performance in the local and mountainous area, and reflect them in future earthquake prevention measures.<BR>This paper highlights the damage of road embankments and discusses the effects of road closures on local societies, based on related documents and field investigations. The study also quantitatively estimates the damage levels of road infrastructures, road traffic performances in the local and mountainous areas and the relationships between the seismic intensity scale and both damage level and road traffic performance. From these evaluations, new lessons for future earthquake prevention measures have been obtained.

    DOI： 10.2208/jsceseee.24.51s

    CiNii Research

  • Experimental Study on Seismic Countermeasures for Bumps at Box-culvert of Road Embankment to Smooth Longitudinal Vertical Alignment Reviewed

    YOSHINO Tomonori, NABESHIMA Yasuyuki, TOKIDA Ken-ichi, ISHIZAWA Yusuke

    Proceedings of the JSCE Earthquake Engineering Symposium   29 ( 0 )   566 - 572   2007（ eISSN:1884846X ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    This study proposed reinforcement method to prevent sudden change of road vertical alignment by faulting. It is reasonable to smooth road vertical alignment as the design concept of reinforcement for the road embankment. Based on this design concept, shaking table test of the embankment models carried out to demonstrate smoothing performance of road vertical alignment by some reinforcement methods.<BR>As a result, the embankment model put approach cushion slab on the edge of box culvert showed the high smoothing performance. Moreover, approach cushion slab shows a higher smoothing performance by combining with the geotextile and soil improvement.

    DOI： 10.11532/proee2005a.29.566

    CiNii Research

  • 空気注入による地盤の不飽和化に伴う液状化抑制効果

    鍋島康之, 常田賢一, 長岡慶幸

    地下水技術   49 ( 7 )   23 - 28   2007（ ISSN:0916-4154 ）

    　More details

  • Strength Improvement of Muddy Soil Mixed with Non-aging Steel Slag Reviewed

    TOMOHISA Seishi, NABESHIMA Yasuyuki, NAITO Nagahide, KAKUDA Toshimitsu, IMANISHI Keita

    Memoirs of the Akashi Technical College   50   25 - 30   2007（ ISSN:02861917 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    Most muddy soils are difficult to reuse as construction materials because of high water content and low strength, and the disposal sites for soils have been decreasing. Therefore, it is very important to develop a significant improvement method for such soils from the view point of natural resource preservation and environmental impact mitigation. The purpose of this study is to clarify the possibility of non-aging steel slag acting as an additive which affects the strength characteristic of muddy soils.Results of this study suggest that the strength of the muddy soil mixed with non-aging steel slag increases because the water content of the muddy soil decreases by the absorption of slag. The larger the mixing rate of the steel slag, the higher the CBR of the treated soils becomes. Also, the effect on strength continues during the two-day aging period. However, remarkable results are obtainable within the first day after mixing.

    CiNii Research

  • 地下水流動,地下水調査,移流拡散(5.地盤中の物質移動,総括,<小特集>第41回地盤工学研究発表会) Reviewed

    鍋島康之

    土と基礎   54(12)   48   2006.12

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • Surface Ground Conditions and Ground Vibration Characteristics in Kusatsu, Shiga Reviewed

    NABESHIMA Yasuyuki, HAYAKAWA Kiyoshi, HASEGAWA Nakaba

    Memoirs of the Akashi Technical College   49   80 - 87   2006.12（ ISSN:02861917 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    Ground vibration characteristics generally have a relationship with surface ground conditions. Ground vibration characteristics were analyzed from the distribution of predominant periods by measuring micro-tremors in Kusatsu city, Shiga prefecture. The seismic micro-zoning map in Kusatsu city was made by using a geographic information system. The distribution of predominant periods was visually compared with surface ground conditions such as topographic and geological characteristics. The round ranges of predominant periods in all ground conditions could be grasped, in which the predominant period increased as the thickness of the surface layer increased.

    CiNii Research

  • 地山補強土工法における表層拘束の影響 Reviewed

    鍋島 康之, 木越 正司

    基礎工 = The foundation engineering & equipment, monthly : 土木・建築基礎工事と機材の専門誌 / <基礎工>編集委員会 編   34 ( 5 )   42 - 44   2006.05（ ISSN:02855356 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • SCP改良地盤における不飽和領域の三次元分布に関する考察 Reviewed

    鍋島 康之, 常田 賢一, 長岡 嘉幸

    地下水技術 = Journal of ground water technology   48 ( 4 )   33 - 38   2006.04（ ISSN:09164154 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • Fundamental model test on the ground vibration isolation barrier for the traffic vibration Reviewed

    鍋島 康之

    INTER-NOISE 2006 (CD-ROM)   2006

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • 地山補強における表面拘束の影響

    鍋島康之, 木越正司

    基礎工   34 ( 5 )   42 - 44   2006（ ISSN:0285-5356 ）

    　More details

  • SCP改良地盤における不飽和領域の三次元分布に関する考察

    鍋島康之, 常田賢一, 長岡慶幸

    地下水技術   48 ( 4 )   34 - 40   2006

  • 常時微動と地理情報(GIS)DBを用いた草津市内の地盤特性 Reviewed

    長谷川 央, 早川 清, 鍋島 康之

    立命館大学理工学研究所紀要 = Memoirs of the Institute of Science & Engineering / 立命館大学理工学研究所 編   ( 64 )   91 - 100   2005（ ISSN:03704254 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • DAMAGE CHARACTERISTICS AND TRAFFIC PERFORMANCE OF HIGHWAY IN 2004 MID NIIGATA EARTHQUAKE Reviewed

    NABESHIMA Yasuyuki, TOKIDA Ken-ichi, ODA Kazuhiro, EGAWA Yuusuke

    Proceedings of the JSCE Earthquake Engineering Symposium   28 ( 0 )   9 - 9   2005（ eISSN:1884846X ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    Because the Mid Niigata Earthquake in 2004 occurred at the local and mountainous regions, the highway facilities such as road embankments and road slopes were damaged severely and the road performance were interrupted at many sites. For future earthquake disaster prevention, it is very important to clarify the characteristics of damage factor, damage level and road performance induced by earthquakes.<BR>This study conducts to estimate the characteristics of damage level of road facilities such as embankment, slope and bridge and the regulation of road traffic after the earthquake based on the data obtained by field investigation and other references. Several effective lessons on the damage level and road performance just after the earthquake can be obtained in this study.

    DOI： 10.11532/proee2005a.28.9

    CiNii Research

  • 新潟県中越地震における道路施設の被害水準と道路機能の特性

    常田賢一, 小田和広, 鍋島康之, 江川祐輔

    土木学会地震工学論文集   28   1 - 9   2005

  • (財)日本地下水理化学研究所コーナー 地盤の液状化による地震被害の緩和効果に関する検討 Reviewed

    鍋島 康之, 望月 秋利, 東海林 宏樹

    地下水技術 = Journal of ground water technology   46 ( 4 )   25 - 33   2004.04（ ISSN:09164154 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • 地盤の液状化による地震被害の緩和効果に関する検討

    鍋島康之, 望月秋利, 東海林宏樹

    地下水技術   46 ( 4 )   25 - 33   2004（ ISSN:0916-4154 ）

    　More details

  • Estimation method of ground vibration due to high quality ground instrument information Reviewed

    Nabeshima Yasuyuki, Taishi Hirokazu, Hayakawa Kiyoshi, Wakine Norimasa

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS39 ( 0 )   2053 - 2054   2004

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    Vibration arising from running cars propagates through soil resulting in a ground vibration in their neighborhood. This paper describes a measurement example conducted on a plane road located on the south side of the Kyoto prefecture. In order to examine the propagation property of ground vibration, road traffic vibration and microtremor were measured at surface ground and underground. Then, the results are compared with the results of high quality ground instrument, i.e. elastic wave exploration.

    DOI： 10.11512/jiban.jgs39.0.2053.0

    CiNii Research

  • 軟弱地盤を対象とした土留め壁の変形と背面地盤の沈下予測 Reviewed

    早川 清, 清水 正義, 鍋島 康之

    立命館大学理工学研究所紀要 = Memoirs of the Institute of Science & Engineering / 立命館大学理工学研究所 編   ( 63 )   201 - 207   2004（ ISSN:03704254 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • Effect of specimen size on triaxial k0 consolidation behavior of clays Reviewed

    nishitani kohni, oda kazuhiro, kimura masahiko, nabeshima yasuyuki, matsui tamotsu

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS39 ( 0 )   549 - 550   2004

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    In recent years, the utility of small specimens in a laboratory testing of soil has been recognized. In order to spread the use of small specimen furthermore, the effect of specimen size on test results must be investigated in every soil testing.<br>In this report, the effect of specimen size on a triaxial K0 consolidation test results of clays is investigated through the experiments. Specimens of three kinds of size are used in the experiments. A strain path controlled triaxial apparatus is used in a series of experiments. Also, an oedometer test is carried out at the same time. The Compression curves in a triaxial K0 consolidation tests almost match an oedometer test. Also, the specimen size is not associated on triaxial K0 consolidation test results of clays.<br>

    DOI： 10.11512/jiban.jgs39.0.549.0

    CiNii Research

  • Effect of PC wall-pile barrier weight on isolation behavior against ground vibration Reviewed

    Kani Yukihiko, Tanaka Katsuya, Nabeshima Yasuyuki, Hayakawa Kiyoshi, Isami Ryuichi

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS39 ( 0 )   1077 - 1078   2004

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    PC wall-pile barriers are practically used to isolate ground vibration originated from construction works, factories, road and railway traffics. Their effectiveness has been recognized through a number of past our studies.<br>In this study, the isolation effect of three PC wall-pile barriers with different weight was examined through field model tests. Three aggregates with different density were used to make PC wall-piles. Also, to generate the ground vibration, 2.5 kilograms weight was used. It was suggested through the field model test results that the weight of PC wall-piles affects their isolation behaviors.

    DOI： 10.11512/jiban.jgs39.0.1077.0

    CiNii Research

  • Shear behavior of decomposed granite mixed with cement stabilized sluge sand and conifer bark Reviewed

    Nabeshima Yasuyuki, Matsui Tamotsu

    Proceedings of the Japan National Conference on Geotechnical Engineering   39 ( 0 )   627 - 628   2004

    　More details

  • 埋め込み杭工法における支持力推定に関する一考察 Reviewed

    鍋島 康之, 清水 正義, 早川 清

    立命館大学理工学研究所紀要 = Memoirs of the Institute of Science & Engineering / 立命館大学理工学研究所 編   ( 63 )   193 - 200   2004（ ISSN:03704254 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • Reduction of ground vibration by steel pipes in EPS model ground Reviewed

    Nabeshima Yasuyuki, Hayakawa Kiyoshi, Kani Yukihiko

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS38 ( 0 )   981 - 982   2003

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.11512/jiban.jgs38.0.981.0

    CiNii Research

  • 高度安定処理された建設汚泥の適用事例

    鍋島康之, 松井保, 浜野廣美

    土と基礎   51 ( 5 )   37 - 39   2003

  • Evaluation of liquefaction strength of sands containing fines based on clay fraction Reviewed

    Nagasawa Tomomi, Matsui Mamotsu, Nabeshima Yasuyuki

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS38 ( 0 )   477 - 478   2003

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    In the recent earthquakes, the liquefactions of sands containing fines and clays were reported. The authors carried out a series of cyclic torsional tests to investigate the effect of soil properties on liquefaction strength. As a result, three conclusions were obtained. 1)The liquefaction strength decreases as increasing the non-plastic fines and low plastic clays. Its tendency is clearer in case which the sand contains low plastic clay. 2)The liquefaction strength has a good relation between clay content. 3)The liquefaction strength has a good relation between the inter-fines void ratio.

    DOI： 10.11512/jiban.jgs38.0.477.0

    CiNii Research

  • Deformation behaviors of reinforced earth walls with different reinforcements Reviewed

    Aoshima Mitsunobu, Saito Takuya, Nabeshima Yasuyuki, Matsui Tamotsu

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS38 ( 0 )   751 - 752   2003

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    Many types of reinfrocements are used as the construction works of reinforced earth walls increases. In situ reinforced earth walls with wire grid and geosynthetic reinforcements were constructed to investigate their deformation behaviors and rainfall effect on deformation behaviors during construction. Consequently, both vertical and lateral deformations in the reinforced earth wall with wire gird reinforcement were smaller than those with geosynthetic reinforcement. Also, the effect of rainfallon deformation behavior was recognized.

    DOI： 10.11512/jiban.jgs38.0.751.0

    CiNii Research

  • Critical state line of undisturbed clays through a series of strain path controlled mini-triaxial tests Reviewed

    Kimura Masahiko, Nabeshima Yasuyuki, Matsui Tamotsu, Oda Kazuhiro, Okuda Kazutomo

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS38 ( 0 )   619 - 620   2003

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.11512/jiban.jgs38.0.619.0

    CiNii Research

  • PC壁体による振動遮断効果に関する二・三の考察--壁体重量の影響 Reviewed

    早川 清, 可児 幸彦, 鍋島 康之

    立命館大学理工学研究所紀要 = Memoirs of the Institute of Science & Engineering / 立命館大学理工学研究所 編   ( 62 )   203 - 211   2003（ ISSN:03704254 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

  • 3 地域地盤情報の現状と将来展望(<小特集>第37回地盤工学研究発表会) Reviewed

    諏訪靖二, 鍋島康之, 濱田晃之

    土と基礎   50(12)   18 - 19   2002.12

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • Numerical analyses on three-dimensional deformation behavior of reinforced earth systems Reviewed

    Oda K., Matsui T., Cho Y.S, Nabeshima Y.

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS37 ( 0 )   1697 - 1698   2002

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.11512/jiban.jgs37.0.1697.0

    CiNii Research

  • Anisotropic consolidation and undrained shear tests of undisturbed Hollocene clays off Kobe Reviewed

    Oda K., Nabeshima Y., Kim Y.S., Matsui T., Okuda K.

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS37 ( 0 )   257 - 258   2002

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.11512/jiban.jgs37.0.257.0

    CiNii Research

  • Settlement reduction mechanism of soft clay ground with sand compaction piles Reviewed

    You Seung Kyong, Matsui Tamotsu, Takeguchi Naoki, Nabeshima Yasuyuki, Oda Kazuhiro

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS37 ( 0 )   1081 - 1082   2002

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.11512/jiban.jgs37.0.1081.0

    CiNii Research

  • Model tests and their numerical analyses on consolidation behavior of soft clay ground with PBD Reviewed

    You Seung Kyong, Oda Kazuhiro, Matsui Tamotsu, Nabeshima Yasuyuki, Takeguchi Naoki

    Proceedings of the Japan National Conference on Geotechnical Engineering   JGS37 ( 0 )   1151 - 1152   2002

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    DOI： 10.11512/jiban.jgs37.0.1151.0

    CiNii Research

  • 計測管理・他1,2(2.調査・分類) Reviewed

    鍋島康之

    土と基礎   49(12)   18   2001.12

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • ポスターセッション(<小特集号>第11回アジア地域会議 (ソウル)) Reviewed

    小高猛司, 鍋島康之

    土と基礎   48(3)   29 - 30   2000.03

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    収集根拠 : NII-ELS

    CiNii Research

  • Geotechnical Properties of Crushed Cement-Stabilized Sludge and Its Trial Application to Vertical Drain(Special Issue on Ground Improvement)

    NABESHIMA Yasuyuki, MATSUI Tamotsu, HAMANO Hiromi

    Journal of the Society of Materials Science, Japan   49 ( 1 )   18 - 21   2000.01（ ISSN:0514-5163 ） （ eISSN:18807488 ）

    　More details

    As an effective reuse method of surplus soil and sludge, the authors proposed the crushed cement-stabilized sludge which is made of cement, polymer, surplus soil and dewatered sludge.Its geotechnical properties and applicability to the drainage material in sand drain and sand compaction pile methods were investigated.The geotechnical properties were almost similar to those of general granular materials except high alkaline.The crushed cement-stabilized sludge was applicable to the dranage material judging from its acceleration effect of soil consolidation.

    DOI： 10.2472/jsms.49.18

    CiNii Research

    Other URL： https://jlc.jst.go.jp/DN/JALC/00066659075?from=CiNii

  • Development of Mini-Triaxial Compression Apparatus and its Application to Natural Deposits Reviewed

    42 ( 11 )   p17 - 22   1994.11（ ISSN:00413798 ）

    　More details

    Authorship：Lead author,　Last author,　Corresponding author  

    CiNii Research

▼display all

Books and Other Publications

  • Intensified sediment disasters in JapanIntensified sediment disasters in Japan

    Ryoichi Fukagawa, Muneki Mitamura, Yasuyuki Nabeshima, Kenji Okajima, Kazuaki Hioki（ Role： Joint author ,  Capter 5 Disasters in Wkayama Prefecture）

    CRC Press  2024.01  （ ISBN:9781032450674 ）

  • 住まいの百科事典

    一般社団法人, 日本家政学会（ Role： Joint author ,  12-066 斜面崩壊，地すべり，土石流）

    丸善出版  2021.04  （ ISBN:9784621305812 ）

  • 伏菟野を襲った深層崩壊の記録

    鍋島 康之（ Role： Joint author ,  第2部，第1章）

    せいぶんしゃ印刷  2015.03 

    　More details

    Total pages：100   Responsible for pages：66-73   Book type：Scholarly book

  • 植生技術による斜面安定工法-浸食防止のための実務ガイド-

    鍋島 康之（ Role： Joint author）

    森北出版  2004.11  （ ISBN:4627495218 ）

MISC

  • Liquefaction And Port Facilities Damages Due to the Earthquake Occurred on 13 April 2013 on Awaji Island

    Yasuyuki NABESHIMA, Yuki KISHI, Daichi TANIGUCHI

    Memoirs of the Akashi Technical College   ( 56 )   15 - 20   2014.02（ ISSN:0286-1917 ）

    　More details

  • Disaster Prevention Education by Using Internet Websites of Local Governments

    NABESHIMA Yasuyuki

    25 ( 61 )   362 - 363   2013.08

    　More details

  • 2-221 Change of Mind for Disaster Prevention of ANCT Students before and after the 2011 Earthquake : Methodology of Education for Disaster Prevention after the Earthquake

    NABESHIMA Yasuyuki

    24 ( 60 )   246 - 247   2012.08

    　More details

  • Shaking Table Tests of Model Road Embankments with Improved Slope Toes

    NABESHIMA Yasuyuki, TANAKA Yuta, TOYOTA Shingo

    Memoirs of the Akashi Technical College   50   35 - 40   2007.12（ ISSN:0286-1917 ）

    　More details

    In the 2004 Mid-Niigata Prefecture and the 2007 Noto-Peninsula Earthquakes, many road infrastructures, especially road embankments, suffered severe damages. Seismic countermeasures for road embankments had not been considered up to then; however, these earthquakes emphasized the necessity of seismic countermeasures for road embankments. A series of shaking table tests was performed to confirm the dynamic performance of road embankments with partially improved slope toes. The increase in dynamic performance, such as settlement and acceleration at the top of the embankment, was confirmed in the road embankments with partially improved toes.

    CiNii Research

  • ELUCIDATION OF REINFORCING MECHANISM AND EVALUATION OF BEARING RESISTANCE IN STEEL GRID REINFORCED EARTH

    NABESHIMA Yasuyuki, MATSUI Tamotsu, ZHOU Shi-Guang, TSURUTA Shinnosuke

    Doboku Gakkai Ronbunshu   638 ( 638 )   251 - 258   1999（ ISSN:0289-7806 ） （ eISSN:18827187 ）

    　More details

    The authors performed a series of pullout tests to elucidate the reinforcing mechanism of steel grid reinforced earth and to evaluate the bearing resistance mobilized on transverse members. The bearing resistance was major part of the total pullout resistance in the steel grid reinforced earth, which was equally mobilized on each transverse member in case of wider interval between transverse members than 200mm and increased in proportion to the number of transverse members. It is because longitudinal members of steel gird reinforcement hardly extended during pullout tests and all transverse members equally displaced. Considering the bearing resistance characteristics of steel grid reinforced earth, the authors proposed an equation to estimate the bearing resistance which was based on the bearing capacity theory. The applicability of the proposed equation was confirmed through the comparison between analytical and experimental test results for both frictional and cohesive-firictional backfill soils.

    DOI： 10.2208/jscej.1999.638_251

    CiNii Research

Presentations

  • 技能試験結果による技能水準の検証と分析 Domestic conference

    鍋島 康之, 内藤 永秀, 生田 麻実

    第53回地盤工学研究発表会  2018.07 

    　More details

    Presentation type：Oral presentation (general)  

  • レーザドップラ振動計を用いた空隙を有するコンクリートの音響反射振動 Domestic conference

    鍋島 康之, 上杉 潤矢

    第72回土木学会年次学術講演会  2017.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 表層補強効果に及ぼすのり枠工剛性の影響について Domestic conference

    鍋島 康之, 村井 臣成, 藤澤 敦士

    第72回土木学会年次学術講演会  2017.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 明石市魚住地区大規模造成地の常時微動特性 Domestic conference

    鍋島 康之, 平井 俊之, 立花瑠唯, 横山彩夏

    第72回土木学会年次学術講演会  2017.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 地盤情報データベースを活用したハザードマップツールの試作 Domestic conference

    福塚 健次郎, 鍋島 康之

    第52回地盤工学研究発表会  2017.07 

    　More details

    Presentation type：Oral presentation (general)  

  • 東北地方太平洋沖地震で被害を受けた宅地における常時微動観測 Domestic conference

    鍋島 康之, 平井 俊之

    第52回地盤工学研究発表会  2017.07 

    　More details

    Presentation type：Oral presentation (general)  

  • 和歌山市北部大規模造成地における常時微動計測 Domestic conference

    鍋島 康之

    地盤工学会関西支部和歌山地域地盤研究会  2016.12 

    　More details

    Presentation type：Public lecture, seminar, tutorial, course, or other speech  

  • 和歌山市北部大規模造成地における常時微動計測 Domestic conference

    鍋島 康之

    第51回地盤工学研究発表会  2016.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 既設道路盛土の広域点検管理手法に関する研究(その1) Domestic conference

    戎 剛史, 眞弓 孝之, 鍋島 康之, 野並 賢, 片岡 沙都紀, 澁谷 啓

    第51回地盤工学研究発表会  2016.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 既設道路盛土の広域点検管理手法に関する研究(その2) Domestic conference

    大谷 公貴, 戎 剛史, 眞弓 孝之, 鍋島 康之, 野並 賢, 片岡 沙都紀, 澁谷 啓

    第51回地盤工学研究発表会  2016.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 排水施設の有無による盛土構造物内の含水比分布に関する実験的考察 Domestic conference

    吉岡 佑太, 鍋島 康之, 戎 剛史

    第71回土木学会年次学術講演会  2016.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 超音波ならびに電磁レーダー非破壊試験による覆工コンクリート内部亀裂の探査比較 Domestic conference

    松本 俊範, 鍋島 康之

    第71回土木学会年次学術講演会  2016.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 走行車両の音響反射によるトンネル覆工コンクリートの振動計測 Domestic conference

    鍋島 康之

    第71回土木学会年次学術講演会  2016.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 明石高専における防災リテラシー教育 International conference

    鍋島 康之

    2016中華環境安全衛生消防工程検討会  2016.05 

    　More details

    Presentation type：Symposium, workshop panel (nominated)  

  • ブロック崩壊実験における崩壊ブロック内の空隙形成に関する考察 Domestic conference

    鍋島 康之, 田中 佑弥

    第70回土木学会年次学術講演会  2015.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 超音波非破壊検査による覆工コンクリート内部亀裂厚さおよび深度の検知精度 Domestic conference

    松本 俊範, 鍋島 康之, 神田 文義

    第70回土木学会年次学術講演会  2015.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 平成23年台風12号により発生した和歌山県日高・西牟婁地域における大規模斜面崩壊の特徴 Domestic conference

    矢野 晴彦, 鍋島 康之, 野並 賢, 谷垣 勝久, 石田 優子, 後 誠介

    第50回地盤工学研究発表会  2015.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 降雨による斜面崩壊に及ぼす湧水の影響に関する実験的考察 Domestic conference

    鍋島 康之

    第50回地盤工学研究発表会  2015.09 

    　More details

    Presentation type：Oral presentation (general)  

  • 水砕スラグを混合した津波堆積土の強度発現について Domestic conference

    野口 登史樹, 鍋島 康之, 岸 優希

    第49回地盤工学研究発表会  2014.07 

    　More details

    Presentation type：Oral presentation (general)  

  • 和歌山県伏菟野地区で発生した大規模崩壊箇所における透水，強度特性の検討事例 Domestic conference

    野並 賢, 鍋島 康之, 後 誠介, 谷垣 勝久, 矢野 晴彦, 石田 優子

    第49回地盤工学研究発表会  2014.07 

    　More details

    Presentation type：Oral presentation (general)  

  • 和歌山県伏菟野地区における大規模崩壊地の地質と崩壊に関する考察 Domestic conference

    鍋島 康之, 野並 賢, 後 誠介, 谷垣 勝久, 矢野 晴彦, 石田 優子

    第49回地盤工学研究発表会  2014.07 

    　More details

    Presentation type：Oral presentation (general)  

  • コンクリートがらを混合した津波堆積物の力学特性について Domestic conference

    鍋島 康之, 井上 紀行

    第68回土木学会年次学術講演会  2013.09 

    　More details

    Presentation type：Oral presentation (keynote)  

  • 東北地方太平洋沖地震で被害を受けた宅地における常時微動H/Vと盛土ﾋｶﾞｲﾄの関係 Domestic conference

    平井 俊之, 鍋島 康之

    第68回土木学会年次学術講演会  2013.09 

    　More details

    Presentation type：Oral presentation (general)  

  • Shear behavior of cement stabilized clay with shredded paper

    International Symposium on Lowland Technology  2008 

  • Unsaturation due to air injection into ground and restrain for liquefaction

    13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering  2007 

▼display all

Charge of off-campus class subject

  • 測量演習Ⅱ

    2023.02
    -
    Now
    Institution：Akashi National College of Technology

  • 防災工学

    Institution：Akashi National College of Technology

  • 防災リテラシー

    Institution：Akashi National College of Technology

  • 地盤工学特論

    Institution：Akashi National College of Technology

  • 地盤工学Ⅱ

    Institution：Akashi National College of Technology

  • 地盤工学ⅠB

    Institution：Akashi National College of Technology

  • 地盤工学ⅠA

    Institution：Akashi National College of Technology

  • 地盤システム

    Institution：Akashi National College of Technology

  • 創発ゼミナール

    Institution：Akashi National College of Technology

  • 交通工学

    Institution：Akashi National College of Technology

▼display all

Social Activities　⇒ Link to the list of Social Activities

  • 防災対策・規制区間検討会議 委員長

    Role(s)： Consultant,　Logistic support

    Type： Research consultation

    国土交通省近畿地方整備局  2025.04 - Now

  • 兵庫県新技術活用推進委員会

    Role(s)： Consultant

    Type： Research consultation

    兵庫県  2024.04 - Now

  • 円山川堤防委員会

    Role(s)： Consultant,　Logistic support

    Type： Research consultation

    国土交通省近畿地方整備局  2023.04 - Now

  • 揖保川・加古川堤防委員会

    Role(s)： Consultant,　Logistic support

    Type： Research consultation

    国土交通省近畿地方整備局  2023.04 - Now

  • 明石市開発審査会

    Role(s)： Consultant

    Type： Research consultation

    明石市  2022.04 - Now

  • 明石市入札監視委員会

    Type： Other

    2016.12 - Now

  • 国土交通省近畿地方整備局道路防災ドクター

    Role(s)： Consultant

    Type： Research consultation

    2016.04 - Now

  • 西宮市開発審査会

    Role(s)： Consultant

    Type： Research consultation

    2016.04 - Now

  • 技術スペシャリスト会議委員

    Role(s)： Consultant

    Type： Investigation, survey

    国土交通省近畿地方整備局  2016.04 - Now

▼display all