Mechanical Behavior of Clean Sand at Low Confining Pressure: Verification with Element and Model Tests-Reference-Cited by-同舟云学术

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Mechanical Behavior of Clean Sand at Low Confining Pressure: Verification with Element and Model Tests

Published:2015-08 Issue:8 Volume:141 Page:06015005
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Huang Y.¹,Cheng H. L.²,Osada T.³,Hosoya A.³,Zhang F.⁴

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Ph.D. Candidate, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Graduate Student, Dept. of Civil Engineering, Nagoya Institute of Technology, Nagoya 466-8555, Japan.

4. Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Nagoya 466-8555, 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%29GT.1943-5606.0001330

Reference19 articles.

1. Strain Localization in Sand: Plane Strain versus Triaxial Compression

2. Membrane Penetration Effects in Triaxial Testing

3. Dilatancy and Shear Strength of Sand at Low Confining Pressures

4. Shear strength of cohesionless soils at low stress

5. Strength and Deformation Characteristics of Saturated Sand at Extremely Low Pressures

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