Influence of fine particles run off on shear behavior of volcanic coarse-grained soil-Reference-Cited by-同舟云学术

Influence of fine particles run off on shear behavior of volcanic coarse-grained soil

Published:2015 Issue:7 Volume:1 Page:11-16
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Zheng Xiaoyi¹,Ishikawa Tatsuya¹,Tokoro Tetsuya²

Affiliation:

1. Hokkaido University

2. Tomakomai National College of Techonology

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Link

https://www.jstage.jst.go.jp/article/jgssp/1/7/1_JPN-24/_pdf

Reference10 articles.

1. 1) Ampadu, S. K. & Tatsuoka, F. 1993. Effect of setting method on the behavior of clays in triaxial compression from saturation to undrained shear. Soils and Foundations 33(2): 14-34.

2. 2) Hilf, J.W. 1956. An investigation of pore-water pressure in compacted cohesive soils. Technical Memorandum 654. Washington D.C.: US Bureau of Reclamation.

3. 3) Ishikawa, T., Miura, S. & Ito, K. 2010. Influence of freeze-thaw action on mechanical behavior of unsaturated crushable volcanic soil. The Fifth International Conference on Unsaturated Soils; Proc. Intern. Conf., Barcelona, 6-8 September 2010. 549-554. CRC Press / Balkema.

4. 4) Ishikawa, T. & Miura, S. 2011. Influence of freeze-thaw action on deformation-strength characteristics and particle crushability of volcanic coarse-grained soils. Soils and Foundations 51(5): 785-799.

5. 5) Karube, D., Kato, S., Hamada, K. & Honda, M. 1996. The relationship between the mechanical behavior and the state of pore water in unsaturated soil. Journal of JSCE 535(III-34): 83-92.

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