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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Bibliographische Detailangaben
1. Verfasser: Sloan, S. W.
Körperschaft: University of Newcastle (N.S.W.). Dept. of Civil Engineering and Surveying
Weitere Verfasser: Assadi, Amir H., 1953-
Format: Buch
Sprache:English
Veröffentlicht: [Newcastle], N.S.W. : University of Newcastle, [1991].
Schriftenreihe:Research report (University of Newcastle (N.S.W.). Dept. of Civil Engineering and Surveying) ; no. 1991.064.06.
Schlagworte:
Tunnels > Stability > Mathematical models.
Strains and stresses > Mathematical models.
Finite element method.
Beschreibung
Beschreibung:Cover title.
Beschreibung:32 p. : ill. ; 21 cm.
Bibliographie:Bibliography: p. 13.
ISBN:0725907258 :

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