Predicting Menard Modulus using Dynamic Compaction Induced Subsidence

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

Internet

http://hdl.handle.net/20.500.11937/37360

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