California bearing ratio correlation with soil index properties
California Bearing Ratio (CBR) is a commonly used indirect method to assess the stiffness modulus and shear strength of subgrade in pavement design works, however; civil engineers always encounter difficulties in obtaining representative CBR value for design of pavement. Over the years, many correla...
| Main Author: | Mak, Wai Kin |
|---|---|
| Format: | Thesis |
| Language: | English |
| Published: |
2006
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/4064/ http://eprints.utm.my/4064/1/MakWaiKinMFKA2006.pdf |
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