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Study on piles of tension leg platform (R)

by Deogekar, Sharad A | Chandrasekaran, V.S.

Series: Edition: Language: English Publication details: Bombay ; IIT ; 1983Availability: Items available for reference: Not for loan (1) Call number: 043:624.155Deo.

Earthquake analysis of three dimensional shear wall-frame assembly on pile foundations considering soil-structure interaction (R)

by D'souza, Clifford [Author] | Barugohain, D.N [Supervisor] | Indian Institute of Technology Bombay. Department of Civil Engineering.

Language: English Publication details: Bombay IIT 1984Dissertation note: Thesis Ph.D. Indian Institute of Technology Bombay. Department of Civil Engineering 1984 Availability: Items available for reference: Not for loan (1) Call number: 043:624.074:624.042.7 D'so.

Experimental investigations of deep anchors in cohesive soil medium (R)

by Guha, Biswajit | Dewaikar, D.M.

Series: Edition: Language: English Publication details: Bombay ; IIT ; 1984Availability: Items available for reference: Not for loan (1) Call number: 043:624.154:624.131Guh.

Model studies on laterally loaded pile groups in sand (R)

by Varghese, S.P | Chandrasekaran, V.S.

Series: Edition: Language: English Publication details: Bombay ; IIT ; 1986Availability: Items available for reference: Not for loan (1) Call number: 043:624.154Var.

Studies on laterally loaded pile groups in sand (R)

by Hussain, Tajammul | Chandrasekaran, V.S.

Series: Edition: Language: English Publication details: Bombay ; IIT ; 1988Availability: Items available for reference: Not for loan (1) Call number: 043:624.154Hus.

Study of piles in sand subjected to lateral dynamic loading (R)

by Punnoose, K.K [Author] | Chandrasekaran, V.S [ Supervisor] | Indian Institute of Technology Bombay. Department of Civil Engineering.

Language: English Publication details: Bombay IIT 1979Dissertation note: Thesis Ph.D. Indian Institute of Technology Bombay. Department of Civil Engineering 1979 Availability: Items available for reference: Not for loan (1) Call number: 043:624.154:624.131.5 Pun.

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