Penetration Behavior and Sample Quality of Hydraulically Activated Fixed-Piston Samplers-Reference-Cited by-同舟云学术

Penetration Behavior and Sample Quality of Hydraulically Activated Fixed-Piston Samplers

Published:2017-03 Issue:3 Volume:143 Page:04016103
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chung S. G.¹,Lee J. M.²,Kweon H. J.³,Singh V. K.³

Affiliation:

1. Professor, Dept. of Civil Engineering, Dong-A Univ., 840 Hadan-dong, Saha-gu, Busan 604-714, Republic of Korea (corresponding author).

2. Researcher, Dept. of Civil Engineering, Dong-A Univ., 840 Hadan-dong, Saha-gu, Busan 604-714, Republic of Korea.

3. Researcher, Soft Clay Engineering Laboratory, Dong-A Univ., 840 Hadan-dong, Saha-gu, Busan 604-714, Republic of Korea.

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%29GT.1943-5606.0001609

Reference31 articles.

1. ASTM. (2007a). “Standard practice for sampling of soil using the hydraulically operated stationary piston sampler.” ASTM D6519-05 West Conshohocken PA.

2. ASTM. (2007b). “Standard test method for one-dimensional consolidation properties of soils using incremental loading.” ASTM D2435-04 West Conshohocken PA.

3. ASTM. (2008). “Standard test method for one-dimensional consolidation properties of soils using controlled-strain loading.” ASTM D4186-06 West Conshohocken PA.

4. Geotechnical properties of Pusan clays

5. Chung S. G. Giao P. H. and Tanaka H. (2002b). “Geotechnical characteristics and engineering problems of Pusan clays.” Int. Workshop on Characterisation and Engineering Properties of Natural Soils Vol. 1 A.A. Balkema Rotterdam Netherlands 505–541.

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