Ultimate Pullout Capacity of Vertical Anchors in Frictional Soils-Reference-Cited by-同舟云学术

Ultimate Pullout Capacity of Vertical Anchors in Frictional Soils

Published:2020-02 Issue:2 Volume:20 Page:04019153
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shahriar Azmayeen Rafat¹,Islam Mohammad Shariful²,Jadid Rowshon³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 10000, Bangladesh.

2. Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 10000, Bangladesh.

3. Assistant Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 10000, Bangladesh (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001576

Reference48 articles.

1. Horizontally loaded vertical plate anchors in sand;Akinmusuru J. O.;J. Geotech. Eng. Div.,1978

2. A generalized procedure for predicting optimal lower bound break-out factors of strip anchors

3. Horizontal Pullout Capacity of a Group of Two Vertical Strip Anchors Plates Embedded in Sand

4. Pullout capacity of inclined plate anchors embedded in sand

5. Variation of Horizontal Pullout Capacity with Width of Vertical Anchor Plate

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