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...
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| 主要作者: | |
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| 格式: | Thesis |
| 语言: | English |
| 出版: |
2006
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| 主题: | |
| 在线阅读: | http://eprints.utm.my/id/eprint/4064/1/MakWaiKinMFKA2006.pdf |
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