砂質土③

Thu. Jul 13, 2023 1:00 PM - 2:30 PM 第6会場 (411)

座長：大坪正英（国立研究開発法人土木研究所）

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[13-6-3-01] Soil compaction control based on the soil stiffness index controlling fill material and compaction energy level

*Fumio Tatsuoka¹, Yuichi Tomita² (1. Integrated Geotechnology Institute, 2. Tokyu Construction)

[13-6-3-02] Formulation of the effects of compaction degree, saturation degree and confining pressure on small strain stiffness of unsaturated compacted sandy soil

*Tomita Yuichi¹, Junichi Koseki², Fumio Tatsuoka³ (1. TOKYU CONSTRUCTION CO., LTD., 2. The University of Tokyo, 3. Emeritus Professor, The University of Tokyo and Tokyo University of Science)

[13-6-3-03] Effect of density and saturation degree of triaxial sand specimen on unexhausted and undrained cyclic shear behavior

*Takahiro Kishikawa¹, Takahiro Yoshikawa¹, Toshihiro Noda¹ (1. Nagoya University)

[13-6-3-04] Undrained strength of sand made from pumice ejected from Fukutoku Okanoba, Ogasawara Islands, Japan

*Sana Yasuda¹, Zhaocheng Wang¹, Mitsutoshi Yoshimine¹ (1. Tokyo Metropolitan University)

[13-6-3-05] Shear characteristics of sandy soil with layered structure by plane strain test

*Tagi Ryota¹, Taisei Ogawa², Norimasa Yoshimoto¹, Yukio Nakata¹ (1. Yamaguchi University, 2. Hiroshima Prefecture)

[13-6-3-06] Evaluation of Shear Modulus of Sands using Universal Void Ratio Function

*Miyasaka Takumi¹, Masaichi Yamada², Yuki Domyo² (1. Graduate School Nihon University, 2. Nihon University)

[13-6-3-07] Initial shear modulus of gravel-sand mixture

*Wang Shang¹, Yosimichi Tsukamoto¹ (1. Tokyo University Of Scince)

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