Sand Deformation around an Uplift Plate Anchor-Reference-Cited by-同舟云学术

Sand Deformation around an Uplift Plate Anchor

Published:2012-06 Issue:6 Volume:138 Page:728-737
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Jinyuan¹,Liu Mingliang²,Zhu Zhende³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, Canada (corresponding author).

2. Project Engineer, Henan Electric Power Survey and Design Institute, Zhengzhou, China.

3. Professor, Geotechnical Research Institute, Hohai Univ., Nanjing, China.

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.1943-5606.0000633

Reference30 articles.

1. ASTM. (2007). “Standard test methods for laboratory compaction characteristics of soil using standard effort [12 400 ft-lbf/ft3 (600 kN-m/m3)].” D698-07 West Conshohocken PA.

2. ASTM. (2011). “Standard test method for direct shear test of soils under consolidated drained conditions.” D3080-11 West Conshohocken PA.

3. Balla A. (1961). “The resistance to breaking out of mushroom foundations for pylons.” Proc. of the 5th Int. Conf. on Soil Mechanics and Foundation Eng. Paris France 569–576.

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