作者机构：
[Wu, Xiaoen; Wang, Mengjun] School of Civil Engineering, Central South University, No.68 South Shaoshan Road, Changsha, 410075, China;[Fu, Guihai] School of Civil Engineering, Hunan City University, No. 518 Yingbin East Road, Yiyang, 413000, China;[Hu, Huihua] Hunan Provincial Communications Planning Survey and Design Institute, No. 158 Furong north Road, Changsha, 410008, China;[Yang, Pingyuan] Institute of Mineral Resources, Chinese Academy of Geological Sciences, No. 26 Baiwanzhuang Street, Beijing, 100037, China;[Wu, Xiaoen] China Energy Engineering Group Equipment Co., Ltd., No.31 Jiaotong University East Road, Haidian District, Beijing, 100044, China
摘要：
According to the mechanical theory, this paper deduces the dynamic relationship between settlement and temporal variation in void ratio under large-area loading. The in-situ e-t curves and e-p curves of hydraulic fill in the process of drainage consolidation are inverted with the observed data of telescoping tube settlement gauge pre-buried in hydraulic fill. Based on the e-t and e-p curves of the drainage consolidation project of the Nanitang Pond in West Port Area, Shenzhen City, the following conclusions are drawn through the analysis: (1) In the process of preloading, the soil at the edge of the hydraulic fill is subjected to the uneven load and the stress of soil. Initially, the soil undergoes the perturbation-compression process; As the soil consolidates, the disturbance gradually attenuates and the soil structure weakens; (2) In the process of preloading, the nearer to the load center the soil is, the more uniform the load it bears, and the closer the e-p curve is to that of the lab soil tests. Therefore, the e-t and e-p curves of the observation point in the load center best represent the pore change characteristics of hydraulic fill; (3) The temporal and pressure-induced variation in the average void ratio of hydraulic fill at each observation point is approximately consistent with that of the observation points near the middle section of the layer. The central observation point is the most typical position to demonstrate the void ratio variation law of the middle section.
期刊：
Geotechnical and Geological Engineering,2017年35(4):1439-1451 ISSN：0960-3182
通讯作者：
Guo, Youlin(guoyoulin82@163.com)
作者机构：
[Youlin Guo; Minghua Zhao] Geotechnical Engineering Institute, Hunan University, Changsha;410082, China;[Guihai Fu; Yongsuo Li] College of Civil Engineering, Hunan City University, Yiyang;413000, China;[Pengfei Yu] Yiyang City Highway Administration Bureau of Hunan Province, Yiyang
通讯机构：
[Youlin Guo] G;Geotechnical Engineering Institute, Hunan University, Changsha, China<&wdkj&>College of Civil Engineering, Hunan City University, Yiyang, China
作者机构：
[付贵海; 魏丽敏] School of Civil Engineering, Central South University, Changsha;410075, China;[邓宗伟; 蒋建清] School of Civil Engineering, Hunan City University, Yiyang;413000, China;[付贵海] 410075, China <&wdkj&> School of Civil Engineering, Hunan City University, Yiyang
通讯机构：
School of Civil Engineering, Central South University, Changsha, China
作者机构：
School of Civil Engineering, Central South University, Changsha;410075, China;College of Civil Engineering, Hunan City University, Yiyang;413000, China;[郭志广; 魏丽敏; 何群; 冯胜洋] School of Civil Engineering, Central South University, Changsha
通讯机构：
School of Civil Engineering, Central South University, Changsha, China
作者机构：
[邓宗伟; 朱志祥; 付贵海; 聂如松] School of Civil Engineering, Central South Univ, Changsha, Hunan 410075, China;[唐葭; 邓宗伟; 朱志祥; 付贵海] School of Civil Engineering, Hunan City Univ, Yiyang, Hunan 413000, China
通讯机构：
School of Civil Engineering, Central South Univ, China
作者机构：
[Fu, Guihai; Wei, Limin] Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.;[Fu, Guihai] Hu Nan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.;[Zhou, Hui] Hu Nan City Univ, Coll City Manage Engn, Yiyang 413000, Peoples R China.
通讯机构：
[Fu, Guihai] C;Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.
会议名称：
4th International Conference on Technology of Architecture and Structure (ICTAS 2011)
会议时间：
SEP 22-24, 2011
会议地点：
Xian Univ Architecture & Technol, Xian, PEOPLES R CHINA
会议主办单位：
Xian Univ Architecture & Technol
会议论文集名称：
Advanced Materials Research
关键词：
Layered soils;Load transfer;Settlement of single pile;Shear displacement method
摘要：
Based on the theory of shear displacement method, the transfer matrix of pile in layered soils was deduced, so the analytical theory of settlement of single pile in layered soils is established, which can take into account the nonlinear influence of soils, and with which settlement, distribution of axial force, displacement and skin resistance of single pile along the depth in layered soils can be easily attained. By contrast with the practically measure data, it can be seen that the method proposed in this paper is simply and comparatively accurate in calculating the pile settlement under working load.
作者机构：
[郭志广; 魏丽敏; 付贵海] College of Civil and Architectural Engineering, Central South University, Changsha 410075, China;[付贵海] College of Civil Engineering, Hunan City University, Yiyang 413000, Hunan, China
通讯机构：
College of Civil and Architectural Engineering, Central South University, China
作者机构：
[Fu, Guihai; Wei, Limin] Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.;[Fu, Guihai] Hu Nan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.;[Zhou, Hui] Hu Nan City Univ, Coll City Manage Engn, Yiyang 413000, Peoples R China.
通讯机构：
[Fu, Guihai] C;Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.
会议名称：
International Conference on Structures and Building Materials
会议时间：
JAN 07-09, 2011
会议地点：
Guangzhou, PEOPLES R CHINA
会议主办单位：
[Fu, Guihai;Wei, Limin] Cent S Univ, Coll Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China.^[Fu, Guihai] Hu Nan City Univ, Coll Civil Engn, Yiyang 413000, Peoples R China.^[Zhou, Hui] Hu Nan City Univ, Coll City Manage Engn, Yiyang 413000, Peoples R China.
会议论文集名称：
Advanced Materials Research
关键词：
Excess pore water pressure;Piles-driving;Single pile;Soft clay
摘要：
Prestressed concrete pipes construction by hammer cause high excess pore water pressure in deep soft soils because Soil disturbance by violent and poor permeability of soft soil. Taking the typical soft ground in passenger special line from Hang Zhou to Ning Bo as the engineering example, the in-situ measuring of the excess pore water pressure in saturated clay ground during the construction of the piles was carried out, and the comparison analysis with the solutions from Vesic theory was also done. The changing rules of excess pore water pressure and its influence range during the sinking of the piles were studied, which would provide an important basis for the design and construction of the similar projects.
