Predicting Menard Modulus using Dynamic Compaction Induced Subsidence

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Predicting Menard Modulus using Dynamic Compaction Induced Subsidence

Previous research by Varaksin et al. suggests that it is possible to develop a relation between strain and increase in Menard Pressuremeter (PMT) limit pressure, whereas limit pressure will double every time the ground is strained strain 3%. Later, Hamidi et al. proposed a new method to predict the...

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Bibliographic Details
Main Authors:	Hamidi, Babak, Varaksin, S., Nikraz, Hamid
Other Authors:	Mohamed A Shahin
Format:	Conference Paper
Published:	Australian Geomechanics Society 2011
Subjects:	dynamic compaction Menard modulus Menard pressuremeter test limit pressure
Online Access:	http://hdl.handle.net/20.500.11937/37360

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