礫質土

Tue. Jul 11, 2023 1:00 PM - 2:30 PM 第4会場 (409)

座長：中井健太郎（名古屋大学大学院）

+Add all to schedule

[11-4-3-01] Box shear tests on real-scale cobble stone for backfill material of castle masonry wall

*Okamoto Michitaka¹, Shinya Yamaji¹, Haruhiko Tsubaki¹, Taizo Gouda¹, Tomoji Naoi¹, Satoshi Sakamoto¹, Nobuo Azuma², Akihiro Sakamoto², Yuki Takashima², Minoru Yamanaka³, Hiroyuki Araki³ (1. Kajima Corporation, 2. Marugame City, 3. Kagawa Univercity)

[11-4-3-02] Microscopic view of variation in strength of granular material under shear

*Kenshiro Itaki¹ (1. KANSAI University)

[11-4-3-03] Effects of fines content on shear strength characteristics of
compacted sand-gravelly soils

*Kikuchi Yoshiaki¹, Sakino Furuhata², Sou Ihara², Fumio Tatsuoka¹, Hiroyuki Nagai³ (1. Tokyo University of Science, 2. Graduate school of Tokyo University of Science, 3. HAZAMA ANDO CORPORATION)

[11-4-3-04] A study on laboratory testing method for liquefaction stability of coarse granular materials (Part 7: Properties of liquefaction resistance ratio)

*Sasaoka Rie¹, Takaji Kokusho², Michitaka Okamoto¹ (1. Kajima Corporation, 2. Chuo University)

[11-4-3-05] Basic study that effect of suffusion on stability of railway bridge piers foundation damaged by scouring

*Shungo Hagiya¹, Daichi Yokoyama¹, Susumu Nakajima¹ (1. Railway Technical Research Institute)

[11-4-3-06] Basic study on deformation characteristics of soil subjected to suffusion

*Nakajima Susumu¹, Shungo Hagiya¹, Daichi Yokoyama¹ (1. Railway Technical Research Institute)

[11-4-3-07] Evaluation of intermediate skeleton structure for binary granular mixture under confining pressure based on microscopic model

*Masato Taue¹, Yukio NAKATA¹ (1. Yamaguchi University)

Session information

礫質土

[11-4-3-01] Box shear tests on real-scale cobble stone for backfill material of castle masonry wall

[11-4-3-02] Microscopic view of variation in strength of granular material under shear

[11-4-3-03] Effects of fines content on shear strength characteristics of
compacted sand-gravelly soils

[11-4-3-04] A study on laboratory testing method for liquefaction stability of coarse granular materials (Part 7: Properties of liquefaction resistance ratio)

[11-4-3-05] Basic study that effect of suffusion on stability of railway bridge piers foundation damaged by scouring

[11-4-3-06] Basic study on deformation characteristics of soil subjected to suffusion

[11-4-3-07] Evaluation of intermediate skeleton structure for binary granular mixture under confining pressure based on microscopic model

Authentication

Session information

礫質土

[11-4-3-01] Box shear tests on real-scale cobble stone for backfill material of castle masonry wall

[11-4-3-02] Microscopic view of variation in strength of granular material under shear

[11-4-3-03] Effects of fines content on shear strength characteristics ofcompacted sand-gravelly soils

[11-4-3-04] A study on laboratory testing method for liquefaction stability of coarse granular materials (Part 7: Properties of liquefaction resistance ratio)

[11-4-3-05] Basic study that effect of suffusion on stability of railway bridge piers foundation damaged by scouring

[11-4-3-06] Basic study on deformation characteristics of soil subjected to suffusion

[11-4-3-07] Evaluation of intermediate skeleton structure for binary granular mixture under confining pressure based on microscopic model

Authentication

[11-4-3-03] Effects of fines content on shear strength characteristics of
compacted sand-gravelly soils