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...
| Main Authors: | , , , |
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| Other Authors: | |
| Format: | Conference Paper |
| Published: |
New Zealand Geotechnical Society
2015
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/8003 |