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Determination of soil stiffness parameters at a deep excavation construction site in Kenny Hill Formation

This paper determines the residual soil stiffness parameters at a deep excavation for a basement car park in the Kenny Hill Formation. Parametric studies revealed that the horizontal wall deflection at each stage of excavation could be reasonably predicted with a simple correlation between stiffness...

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Bibliographic Details
Main Authors: Law, K.H., Othman, S.Z., Hashim, R., Ismail, Z.
Format: Article
Published: 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://www.scopus.com/inward/record.url?eid=2-s2.0-84885437221&partnerID=40&md5=dd6d32f471e1dc18ee35caa871c40bc4 http://www.sciencedirect.com/science/article/pii/S0263224113004685 http://ac.els-cdn.com/S0263224113004685/1-s2.0-S0263224113004685-main.pdf?t
http://www.scopus.com/inward/record.url?eid=2-s2.0-84885437221&partnerID=40&md5=dd6d32f471e1dc18ee35caa871c40bc4 http://www.sciencedirect.com/science/article/pii/S0263224113004685 http://ac.els-cdn.com/S0263224113004685/1-s2.0-S0263224113004685-main.pdf?t
http://eprints.um.edu.my/8844/1/Determination_of_soil_stiffness_parameters_at_a_deep_excavation.pdf
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