Dilatancy and Strength of an Unsaturated Soil-Cement Interface in Direct Shear Tests-Reference-Cited by-同舟云学术

Dilatancy and Strength of an Unsaturated Soil-Cement Interface in Direct Shear Tests

Published:2015-10 Issue:5 Volume:15 Page:04014081
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hossain Md. Akhtar¹,Yin Jian-Hua²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Rajshahi Univ. of Engineering and Technology, Rajshahi 6204, Bangladesh (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000428

Reference23 articles.

1. ASTM. (1992). “Standard test method for classification of soils for engineering purposes.” D2487-90 West Conshohocken PA.

2. British Standards Institution (BSI). (1990). “Methods of test for soils for civil engineering purposes.” BS 1377 London.

3. Burland J. B. and Ridley A. K. (1996). “The importance of suction in soil mechanics.” Proc. 12th Geotechnical Southeast Asian Conf. Kluwer Academic Publishers Dordrecht Netherlands 27–49.

4. Chen P. Y. M. (1992). “Methods of test for soils in Hong Kong for civil engineering purposes (phase 1 tests).” GEO Rep. No. 36 Geotechnical Engineering Office Hong Kong.

5. Study on soil–cement grout interface shear strength of soil nailing by direct shear box testing method

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