Compression and Shear Behavior of Mudstone Aggregates-Reference-Cited by-同舟云学术

Compression and Shear Behavior of Mudstone Aggregates

Published:2004-05 Issue:5 Volume:130 Page:519-525
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yoshida Nobuyuki¹,Hosokawa Koichi²

Affiliation:

1. Associate Professor, Research Center for Urban Safety and Security, Kobe Univ., Rokkodai, Nada, Kobe 657-8501, Japan.

2. Technical Officer, Shikoku Regional Bureau, Japan Highway Public Corporation, Takamatsu, Kagawa 760-0065, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A5%28519%29

Reference25 articles.

1. Botts M. E. (1986). “The effects of slaking on the engineering behavior of clayshales.” PhD thesis Univ. of Colorado Boulder Colo.

2. Bragg G. H. Jr. and Zeigler T. W. (1975). “Evaluation and remedial treatment of shale embankments. Design and construction of compacted shale embankments.” Rep. No. FHWA-RD-75-62 U.S. Federal Highway Administration Washington D.C.

3. Bragg G. H. Jr. and Zeigler T. W. (1978). “Technical guidelines. Design and construction of compacted shale embankments.” Rep. No. FHWA-RD-78-141 U.S. Federal Highway Administration Washington D.C.

4. Eigenbrod K. D. (1972). “Progressive failure in overconsolidated clays and mudstones.” PhD thesis Univ. of Alberta Edmonton Atla. Canada.

5. Fujita K. and Kasama T. (1983). “Geology in Kobe area.” Research Rep. of Regional Geology Geological Survey of Japan Japan (in Japanese).

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