Session Details

試験法・調査法 (2)

Thu. Sep 5, 2024 1:00 PM - 2:20 PM JST
Thu. Sep 5, 2024 4:00 AM - 5:20 AM UTC
A305(川内北キャンパス講義棟A棟)
Chair: Kenji Shimosaka

[III-135]Evaluation of Liquefaction Resistance of Marine Soil Using CPT (Part 1) - N-value and Fc

*Hiroshi Nemoto1, Nobuyuki Yamashita1, Moe Yonehana1, Tomohisa Shimamura1, Yuji Niihara1 (1. Kajima Corporation)

[III-136]Evaluation of Liquefaction Resistance of Marine Soil Using CPT (Part 2) - Liquefaction Resistance

*Nobuyuki Yamashita1, Hiroshi Nemoto1, Moe Yonehana1, Tomohisa Shimamura1, Yuji Niihara1 (1. Kajima Corporation)

[III-137]The relation of water contents and degree of compaction and qd value by the portable dynamic penetration test

*Atsushi Harada2, Satoshi Nonami1, Ayumu Hirosawa3, Nobuyuki Torii1 (1. Kobe City College of Technology, 2. Sumitomo Mitsui Construction, 3. West Nippon Expressway)

[III-138]Study on correlations of grade characteristic property of embankment and sounding results

*Ayumu Hirosawa2, Satoshi Nonami, Atshushi Harada3, Nobuyuki Torii1 (1. Kobe City College of Technology, 2. West Nippon Expressway, 3. Sumitomo Mitsui Construction)

[III-139]Examples of Geotechnical Survey Using 8-Component Electric Cone Penetration Tester

*Takaaki Ariki1, Kenta Mizuno1, Hayato Hitotsumatsu1 (1. Wakachiku Construction Co., Ltd.)

[III-140]Effect of probe shape on measurement data on vibratory cone test

*shunsuke tanimoto1, masahide otsubo1, tetsuya sasaki1 (1. Public Works Research Institute)

[III-141]Bearing capacity characteristics due to differences in diameter expansion ratio of tapered piles

*takaki Asano1, Naoaki Suemasa1, Tuyosi Tanaka1, Satoshi Shingai2, Yasutaka Sakamoto2 (1. Tokyo City University, 2. RINKAI NISSAN CONSTRUCTION CO.,LTD.)

[III-142]Standard penetration test using a tapered shoe

*Yasutaka Sakamoto1, Satoshi Shingai1, Naoaki Suemasa2, Shinji Nishimura3 (1. Rinkai Nissan Construction Co., Ltd., 2. Tokyo City University, 3. Seeds Engineering Inc.)