| The improved soil model of finite compressible layer (CPCI-S收录) | |
| Yao, Li Na[1]; Yang, Guang Hue[1,2,3]; Wang, Peng Hua[4] | |
| 会议名称 | PROGRESS IN CIVIL ENGINEERING, PTS 1-4 |
| 关键词 | soil model finite compressible layer secant modulus nonlinear settlement |
| URL标识 | 查看原文 |
| 内容类型 | 会议论文 |
| URI标识 | http://www.corc.org.cn/handle/1471x/2056422 |
| 专题 | 华南理工大学 |
| 作者单位 | 1.[1]South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China 2.[2]Geotech Engn Technol Ctr Guangdong Prov, Guangzhou, Guangdong, Peoples R China 3.[3]Guangdong Res Inst Water Resources & Hydropower, Guangzhou, Guangdong, Peoples R China 4.[4]Taishan Nucl Joint Venture Co Ltd, Guangzhou, Guangdong, Peoples R China |
| 推荐引用方式 GB/T 7714 | Yao, Li Na[1],Yang, Guang Hue[1,2,3],Wang, Peng Hua[4]. The improved soil model of finite compressible layer (CPCI-S收录)[C]. 见:PROGRESS IN CIVIL ENGINEERING, PTS 1-4. |
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