Undrained stability of a square tunnel in a soil whose strength increases linearly with depth /

Undrained stability of a square tunnel in a soil whose strength increases linearly with depth /

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Bibliographic Details
Main Author: Sloan, S. W.
Corporate Author: University of Newcastle (N.S.W.). Dept. of Civil Engineering and Surveying
Other Authors: Assadi, Amir H., 1953-
Format: Book
Language:English
Published: [Newcastle], N.S.W. : University of Newcastle, [1991].
Series:Research report (University of Newcastle (N.S.W.). Dept. of Civil Engineering and Surveying) ; no. 1991.064.06.
Subjects:
Tunnels > Stability > Mathematical models.
Strains and stresses > Mathematical models.
Finite element method.

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