Keying Process of the OmniMax Anchor Shallowly Embedded in Undrained Normally Consolidated Clay-Reference-Cited by-同舟云学术

Keying Process of the OmniMax Anchor Shallowly Embedded in Undrained Normally Consolidated Clay

Published:2018-07 Issue:4 Volume:144 Page:04018008
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Han Congcong¹,Liu Degao²,Liu Jun³

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Assistant Engineer, Huai'an Water Conservancy Reconnaissance Design Institute Co. Ltd., Shenzhen Rd. 26, Huai'an, Jiangsu, China; formerly, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000450

Reference35 articles.

1. AFENA [Computer software]. Centre for Geotechnical Research Univ. of Sydney Sydney Australia.

2. Bransby M. F. and O'Neill M. (1999). “Drag anchor fluke soil interaction in clays.” Proc. 7th Int. Symp. On Numerical Models in Geomechanics – NUMOG VII Balkema Rotterdam The Netherlands 489–494.

3. Combined loading of skirted foundations

4. A plasticity model to assess the keying of plate anchors

5. Elkhatib S. (2006). “The behaviour of drag-in plate anchors in soft cohesive soils.” Ph.D. thesis Univ. of Western Australia Western Australia Australia.

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