Influence of overburden pressure and soil rigidity on uplift behavior of square plate anchor in uniform clay

Author:

Chen Zongrui,Tho Kee Kiat,Leung Chun Fai,Chow Yean Khow

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference20 articles.

1. A procedure for estimation of ultimate uplift capacity of foundations in clay;Das;Soils Found.,1980

2. R.P. Brown, P.C. Wong, Audibert JM. SEPLA keying prediction method based on full-scale offshore tests. In: Proceeding of international symposium on frontiers in offshore geotechnics (ISFOG), Perth, Western Australia; 2010.

3. Breakout resistance of objects embedded in ocean bottom;Vesic;J Soil Mech Found Div – ASCE,1971

4. Model tests for uplift capacity of foundations in clay;Das;Soils Found,1978

5. R.K. Rowe, Soil structure interaction analysis and its application to the prediction of anchor behavior. Ph.D. thesis, University of Sydney, Australia; 1978.

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