Characteristics of Liquefaction Resistance for the Saturated Silty Soil Ground Treated by Compacted Gravel Pile Composite Foundation
文献类型：会议论文
| 作者 | Zhan, Yongxiang1,2; Yao, Hailin1,2; Jiang, Guanlu3 |
| 出版日期 | 2012 |
| 会议日期 | MAR 09-11, 2012 |
| 会议地点 | Hangzhou, PEOPLES R CHINA |
| 关键词 | Saturated Silty Soil Liquefaction Compacted Gravel Pile Composite Foundation Seismic Behavior Numerical Analysis |
| 卷号 | 446-449 |
| DOI | 10.4028/www.scientific.net/AMR.446-449.2573 |
| 页码 | 2573 |
| 英文摘要 | Based on Beijing-Shanghai high speed railway, the numerical simulation mainly researched on the seismic behavior for the saturated silty soil ground, which was treated by compacted gravel pile composite foundation. It has been analyzed that the region of liquefaction distribution and the transferring rule of excess pore water pressure (EPWP) under a series of input acceleration seismic loads in the treated and untreated foundation. The research results indicate that the untreated saturated silty soil ground is almost whole liquefaction when the amplitude of input acceleration is more than 0.15 g. While for compacted gravel pile composite foundation, out of treated region is less liquefaction when the amplitude of input acceleration is 0.15 g, with the increasing of input acceleration, liquefaction region is further more and gradually expands to the inner soil between piles, and compacted gravel pile composite foundation is only partial liquefaction when the amplitude of input acceleration is 0.25 g. EPWP is increased with the increasing of input acceleration seismic load, and the increasing of EPWP can be restrained effectively by compacted gravel pile composite foundation, and the quality of liquefaction resistance is improved. The design of compacted gravel pile composite foundation can satisfy the seismic requirements of Beijing-Shanghai high speed railway under the condition of 7 degree seismic fortification. |
| 源文献作者 | Du, XL ; Zheng, JJ ; Yan, WM ; Li, Y ; Zhang, JW |
| 会议录 | TRENDS IN CIVIL ENGINEERING, PTS 1-4
 |
| 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 | Construction & Building Technology ; Engineering ; Materials Science |
| WOS记录号 | WOS:000308576701116 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4669]  |
| 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 ; 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomechan & Geotech Engn ; 3.Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China |
| 推荐引用方式 GB/T 7714 | Zhan, Yongxiang,Yao, Hailin,Jiang, Guanlu. Characteristics of Liquefaction Resistance for the Saturated Silty Soil Ground Treated by Compacted Gravel Pile Composite Foundation[C]. 见:. Hangzhou, PEOPLES R CHINA. MAR 09-11, 2012. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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