Pore pressures in clays due to cone penetration

Pore pressures in clays due to cone penetration

Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.

Bibliographic Details
Main Author: Levadoux, Jacques-Noel
Other Authors: Moshen M. Baligh.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2007
Subjects:
Civil Engineering.
Soil penetration test
Soil consolidation
Clay soils
Shear strength of soils
Piling (Civil engineering)
Online Access:http://hdl.handle.net/1721.1/37365

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