Factors Influencing Crack-Induced Tensile Strength of Compacted Soil-Reference-Cited by-同舟云学术

Factors Influencing Crack-Induced Tensile Strength of Compacted Soil

Published:2012-03 Issue:3 Volume:24 Page:315-320
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kim Tae-Hyung¹²³⁴,Kim Tae-Hoon¹²³⁴,Kang Gi-Chun¹²³⁴,Ge Louis¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Korea Maritime Univ., #1 Dongsam-Dong, Yeongdo-Gu Busan, 606-791 South Korea.

2. Researcher, Daewoo Inst. of Construction Technology, Daewoo Engineering & Construction Co., Ltd., 60 Songjuk Jangan Suwon Kyonggi 440-210, South Korea.

3. Postdoctoral Research Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409 (corresponding author).

4. Associate Professor, Dept. of Civil Engineering, National Taiwan Univ. 10617, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000380

Reference19 articles.

1. Drained Tension Tests on London Clay

2. Bofinger H. E. (1970). “The measurement of the tensile properties of soil cement.” RRL Report LR 365 Road Research Laboratory Ministry of Transport Crowthorne Berkshire UK.

3. Split cylinder test applied to bituminous mixtures at low temperatures;Breen J. J.;ASTM J. Mater.,1966

4. Double punch test for tensile strength of concrete;Chen W. F.;J. Am. Concr. Inst.,1970

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