MECHANICAL BEHAVIOR OF GRANULAR MATERIAL WITH PARTICLE BREAKAGE UNDER VARIOUS STRESS CONDITIONS-Reference-Cited by-同舟云学术

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MECHANICAL BEHAVIOR OF GRANULAR MATERIAL WITH PARTICLE BREAKAGE UNDER VARIOUS STRESS CONDITIONS

Published:2006 Issue:1 Volume:62 Page:157-168
ISSN:1880-604X
Container-title:Doboku Gakkai Ronbunshuu C
language:
Short-container-title:JSCE JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Author:

HOTTA Daisuke,MIURA Seiichi

Publisher

Japan Society of Civil Engineers

Reference21 articles.

1. STATIC AND CYCLIC SHEAR BEHAVIOR AND PARTICLE CRUSHING OF VOLCANIC COARSE GRAINED SOILS IN HOKKAIDO

2. PARTICLE BREAKAGE OF VOLCANIC COARSE-GRAINED SOILS AND ITS EVALUATION

3. EVALUATION OF MECHANICAL CHARACTERISTICS FOR CRUSHABLE VOLCANIC SOIL GROUNDS

4. MONOTONIC AND CYCLIC UNDRAINED SHEAR BEHAVIOUR OF VOLCANIC SOIL “SHIRASU”

5. 5) 鬼塚克忠,吉武茂樹:破砕性まさ土の低圧条件下におけるせん断特性,土木学会論文集,No. 400/III-10, pp. 141-150, 1989.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. 振動台を用いた模型盛土斜面の崩壊実験による火山灰質粗粒土の粒子破砕挙動の把握;Japanese Journal of JSCE;2023

2. STUDY ON LIQUEFACTION CHARACTERISTICS OF VOLCANIC ASH SOIL;Journal of Japan Association for Earthquake Engineering;2018

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