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:
Online Access:http://hdl.handle.net/1721.1/37365
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author Levadoux, Jacques-Noel
author2 Moshen M. Baligh.
author_facet Moshen M. Baligh.
Levadoux, Jacques-Noel
author_sort Levadoux, Jacques-Noel
collection MIT
description Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980.
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institution Massachusetts Institute of Technology
language eng
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spelling mit-1721.1/373652022-01-21T19:29:16Z Pore pressures in clays due to cone penetration Levadoux, Jacques-Noel Moshen M. Baligh. Massachusetts Institute of Technology. Dept. of Civil Engineering. Massachusetts Institute of Technology. Department of Civil Engineering Massachusetts Institute of Technology. Department of Civil and Environmental Engineering Civil Engineering. Soil penetration test Soil consolidation Clay soils Shear strength of soils Piling (Civil engineering) Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1980. MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING. Vita. Bibliography: p. 482-499. by Jacques-Noel Levadoux. Ph.D. 2007-05-16T18:24:47Z 2007-05-16T18:24:47Z 1980 Thesis http://hdl.handle.net/1721.1/37365 07679644 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 753 p. application/pdf Massachusetts Institute of Technology
spellingShingle Civil Engineering.
Soil penetration test
Soil consolidation
Clay soils
Shear strength of soils
Piling (Civil engineering)
Levadoux, Jacques-Noel
Pore pressures in clays due to cone penetration
title Pore pressures in clays due to cone penetration
title_full Pore pressures in clays due to cone penetration
title_fullStr Pore pressures in clays due to cone penetration
title_full_unstemmed Pore pressures in clays due to cone penetration
title_short Pore pressures in clays due to cone penetration
title_sort pore pressures in clays due to cone penetration
topic Civil Engineering.
Soil penetration test
Soil consolidation
Clay soils
Shear strength of soils
Piling (Civil engineering)
url http://hdl.handle.net/1721.1/37365
work_keys_str_mv AT levadouxjacquesnoel porepressuresinclaysduetoconepenetration