Study on dynamical modulus and damping ratio of lime-treated soil
文献类型：会议论文
| 作者 | Wang, Min1; Kong, Ling-Wei1; Wang, Xiao-Yan2 |
| 出版日期 | 2012 |
| 会议日期 | FEB 05-06, 2012 |
| 会议地点 | Hangzhou, PEOPLES R CHINA |
| 关键词 | Lime-treated soil Expansive clay Dynamic elastic modulus Damping ratio |
| 卷号 | 487 |
| DOI | 10.4028/www.scientific.net/AMR.487.534 |
| 页码 | 534 |
| 英文摘要 | In order to study dynamic properties of lime-treated expansive clay, a comprehensive series of laboratory tests were conducted via dynamic triaxial test system. The influences of factors such as moisture content, confining pressure, vibration frequency, consolidation ratio and the number of cycles on dynamic characteristics were discussed. It is found that the dynamic stress-strain curves of lime-treated expansive clay show the general trend of hyperbola. Compared with the remoulded expansive soil, the bearing capacity of lime improved expansive soil is higher than remolded soil. |
| 源文献作者 | Mao, E ; Tian, W |
| 会议录 | EMERGING MATERIALS AND MECHANICS APPLICATIONS
 |
| 会议录出版者 | TRANS TECH PUBLICATIONS LTD |
| 会议录出版地 | DURNTEN-ZURICH |
| 语种 | 英语 |
| WOS研究方向 | Materials Science ; Mechanics |
| WOS记录号 | WOS:000309697900106 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4678]  |
| 专题 | 岩土力学所知识全产出_会议论文 国家重点实验室知识产出_会议论文 |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ; 2.China Northeast Municipal Engn Design & Res Inst, Hangzhou branch |
| 推荐引用方式 GB/T 7714 | Wang, Min,Kong, Ling-Wei,Wang, Xiao-Yan. Study on dynamical modulus and damping ratio of lime-treated soil[C]. 见:. Hangzhou, PEOPLES R CHINA. FEB 05-06, 2012. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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