Field measurements of shear strength of an underconsolidated marine clay

Author:

Karakouzian Moses,Burçin Avar B,Hudyma Nick,Moss Jeffrey A

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Use of in situ tests for foundation design on clay;Aas,1986

2. Foundation Analysis and Design;Bowles,1996

3. Fowler, J., Edris, E.V. Jr., Hanks, W.L., Holloway, T.S., 1987. Perimeter dike stability analyses Craney Island Disposal Area, Norfolk District, Norfolk, VA. Miscellaneous Paper GL-97-4, U.S. Army Engineers, Waterways Experiment Station, Corps of Engineers, Vicksburg, MS.

4. Ishibashi, I., 1995. Geotechnical engineering support for Craney Island project: phase III: stability analysis for new levee construction, Volume I. Report on Contract No. DACW65-94-M-0234, U.S. Army Corps of Engineers, Norfolk District, Norfolk, VA.

5. Ishibashi, I., Choi, J.W., 1994. Geotechnical engineering support for Craney Island project: phase II: laboratory determination of soil properties and levee stability analysis. Report on Contract No. DACW65-93-M-0390, U.S. Army Corps of Engineers, Norfolk District, Norfolk, VA.

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