サウンディング②

Tue. Jul 21, 2020 10:50 AM - 12:20 PM Room No. 6

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[21-6-2-01] Site Investigations at Shiraishi-cho in Saga Prefecture (Part 1: Outline of Investigation and Boring Survey Results)

*Koudai Takeno¹, Akihiko Oshima¹, Sachi Tanaka¹, Shuhei Temma¹, Takehiro Nakai² (1. Osaka City University, 2. Kiso-Jiban Consalutants)

[21-6-2-02] Site Investigations at Shiraishi-cho in Saga Prefecture(Part 2: Geotechnical Properties of Ariake Holocene clay layer)

*Akihiko Oshima¹, Sachi Tanaka¹, Shuhei Temma¹, Koudai Takeno¹, Takehiro Nakai² (1. Osaka City University, 2. Kiso-Jiban Consalutants)

[21-6-2-03] Site Investigations at Shiraishi-cho in Saga Prefecture (Part3 : The results of Cone Penetration Test)

*Masahiro Ogawa¹, Toru Takata², Akihiko Oshima³ (1. Hokoku Engineering, 2. Soil Design, 3. Osaka City University)

[21-6-2-04] Site Investigations at Shiraishi-cho in Saga Prefecture (Part4:SDS test results)

*Katsuya Iwai¹, Naoaki Suemasa¹, Tsuyoshi Tanaka¹, Kohei Tsuji², Akihiko Oshima³ (1. Tokyo City University, 2. Japan Home Shield Co.,Ltd, 3. Osaka City University)

[21-6-2-05] Swedish weight sounding test using full-scale embankment with controlled density

*Kagari Tanaka¹, Tomohiro Mori¹ (1. Maebashi Institute of Technology)

[21-6-2-06] Characteristics of the Swedish weight sounding test derived from the shape of the screw point.

*Tomohiro MORI¹, Toru TUCHIKURA¹, Takao SEKI¹ (1. Maebashi Institute of Technology)

[21-6-2-07] Liquefaction resistance of ground evaluated by Swedish weight sounding result
-Discussion of field test results-

*Daichi Inoue¹, Noriaki Sako¹, Shuichi Shimomura¹, Kumada Kenta² (1. Nihon University, 2. Nishimatsu Construction)

[21-6-2-08] Estimation of soil strength using dynamic bearing capacity calculation formula for dynamic cone penetration test

*Seiya Yamazaki¹, Kazuya itoh², Tsuyoshi Tanaka², Naoaki Suemasa² (1. Nikken Sekkei Civil, 2. Tokyo Sity University)

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