Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil-Reference-Cited by-同舟云学术

Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil

Published:2005-12 Issue:4 Volume:5 Page:320-325
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Aubeny C. P.¹²³,Shi H.¹²³,Murff J. D.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

3. Visiting Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A4%28320%29

Reference8 articles.

1. Aubeny C. P. and Dunlap W. A. (2003) “Penetration of cylindrical objects in soft mud.” Proc. Oceans 2003 San Diego CA Holland Escondida Calif. 2068–2073.

2. The effect of increasing strength with depth on the bearing capacity of clays

3. Martin C. M. (2001). “Vertical bearing capacity of skirted circular foundations on Tresca soil.” Proc. 15th Int.Conf. on Soil Mechanics and Geotechnical Engineering International Society for Soil Mechanics and Geotechnical Engineering Istanbul Turkey 743–746.

4. Pipe penetration in cohesive soil

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