Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method-Reference-Cited by-同舟云学术

Joined Influences of Nonlinearity and Dilation on the Ultimate Pullout Capacity of Horizontal Shallow Plate Anchors by Energy Dissipation Method

Published:2011-06 Issue:3 Volume:11 Page:195-201
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao L. H.¹²¹³,Li L.¹²¹³,Yang F.¹²¹³,Liu X.¹²¹³

Affiliation:

1. School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.

2. Professor, School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China (corresponding author).

3. Doctoral Candidate, School of Civil and Architectural Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000075

Reference24 articles.

1. Shear strength and stress—strain behaviour of Athabasca oil sand at elevated temperatures and pressures

2. Uplift response of strip anchors in cohesionless soil

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