Prediction and interpretation of ground movements due to tunneling in stiff clay and impacts on adjacent structures

Prediction and interpretation of ground movements due to tunneling in stiff clay and impacts on adjacent structures

Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.

Bibliographic Details
Main Author: Ieronymaki, Evangelia S
Other Authors: Andrew J. Whittle.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2015
Subjects:
Civil and Environmental Engineering.
Online Access:http://hdl.handle.net/1721.1/99610
Description
Summary:Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.

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