Cyclic Loading Responses of Cement-Stabilised Base Materials: An investigation on moduli for pavement design

Cyclic Loading Responses of Cement-Stabilised Base Materials: An investigation on moduli for pavement design

In the general Mechanistic-Empirical pavement design guideline, the design parameter normally used in representing the response of stabilised pavement material is the elastic modulus measured from a statically-monotonic compression test. Nevertheless, this elastic modulus may not respond to actual b...

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Bibliographic Details
Main Authors: Nusit, K., Jitsangiam, Peerapong, Kodikara, J., Bui, H.
Other Authors: Graham Ramsay
Format: Conference Paper
Published: New Zealand Geotechnical Society 2015
Subjects:
Cement-Stabilised Base
Finite Element Method
Cyclic Response
Dynamic Modulus
Online Access:http://hdl.handle.net/20.500.11937/8003

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