締固め１

Tue. Jul 21, 2020 1:20 PM - 2:50 PM Room No. 10

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[21-10-3-01] Study on the use of soil stiffness for soil compaction control based on the analysis of full-scale experiment data

*Fumio Tatsuoka¹, Takeshi Hashimoto² (1. Tokyo University of Science, 2. Public Works Research Institute)

[21-10-3-02] A study on soil compaction control for suppression of collapse behavior of sandy soil

*Daiki Hirakawa¹ (1. Chuo University)

[21-10-3-03] Evaluation of the effect of initial saturation of Ca-type bentonite mixed soil on hydraulic conductivity

*Tomonori Sakita¹, Hideo Komine¹, Shigeru Goto¹, Hailong Wang¹, Atsuo Yamada² (1. Waseda University, 2. HAZAMA ANDO corporation)

[21-10-3-04] Development of the method for real-time evaluation of the planar distribution of soil stiffness of compacted soil - Roller deflection method - (No. 2)

*Yoshikatsu Yonemaru¹, Katsutoshi Fujisaki¹, Teru Yoshida¹, Ryousuke Tsuji¹, Hiroaki Kobayashi¹, Takashi Obara¹, Tatsuoka Fumio², Shinichi Nagai³, Hiroki Sakamoto³ (1. Kajima CORPORATION, 2. Tokyo University of Science, 3. Japan Water Agency)

[21-10-3-05] Compaction characteristics of each soil material by statistical analysis of compaction test

*Hirotake Nakamura¹, Hirohiko Kusaka² (1. Central Nippon Expressway Company Limited, 2. Nippon Expressway Research Institute)

[21-10-3-06] Effect of sample preparation and tamping methods on result of compaction test on sandy soil

*Yosuke Nishida¹, Yukika Miyashita¹, Masuo Kondoh¹ (1. Public Works Research Institute)

[21-10-3-07] Trend analysis based on field trial of expressway embankment

*kazunari ikeda¹, hirohiko kusaka¹ (1. Nippon Expressway Research Institute Co,Ltd)

[21-10-3-08] Relationship between grain size distribution and compaction characteristics of embankment soils organized by three components of gravel, sand and fine fraction

*Matsuda Kento¹, Akira Kitajima², Takayuki Horita¹, Kohei Takabatake¹, Satsuki kataoka¹, Satoru Shibuya¹ (1. Kobe University, 2. Fujita Corporation)

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