Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall

Pile behavior due to excavation-induced soil movement in clay. II: Collapsed wall

10.1061/(ASCE)1090-0241(2006)132:1(45)

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Bibliographic Details
Main Authors: Leung, C.F., Ong, D.E.L., Chow, Y.K.
Other Authors: CIVIL ENGINEERING
Published: 2014
Subjects:
Bending moments
Centrifuge model
Clays
Deflection
Excavation
Failures
Retaining walls
Soil deformation
Soil pressure
Online Access:http://scholarbank.nus.edu.sg/handle/10635/65994
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Institution: National University of Singapore

Internet

http://scholarbank.nus.edu.sg/handle/10635/65994

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