Analysis of Monitoring in Displacement For Vacuum Combined Stack Preloading about Soft foundation Sluice

被引：1

作者：

Jin, Hai-sheng ^{[1
]}

Ma, Rui-qun ^{[2
]}

Xu, Xiang-ming ^{[1
]}

Ge, Guo-chang ^{[3
]}

机构：

[1] Wenzhou Oufei Econ Dev Investment Co Ltd, Wenzhou 325025, Peoples R China

[2] Agr Rural & Water Conservancy Bur Wenzhou Econ &, Wenzhou 325025, Peoples R China

[3] Zhejiang Guangchuan Engn Consultat Co Ltd, Hangzhou 310020, Peoples R China

来源：

2020 2ND GLOBAL CONFERENCE ON ECOLOGICAL ENVIRONMENT AND CIVIL ENGINEERING | 2020年 / 568卷

关键词：

CONSOLIDATION;

D O I：

10.1088/1755-1315/568/1/012056

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Soft soil foundation treatment methods mainly include soil replacement cushion method, dynamic compaction method, drainage consolidation method, etc. Drainage consolidation methods mainly include: vacuum preloading method, stack preloading method and vacuum combined stacking preloading method. Among them, the vacuum preloading method has obvious advantages in treating large areas and deep soft foundations. This paper describes the process of soft soil foundation vacuum combined with stack preloading reinforcement. Through the monitoring of the vacuum preloading process, we mainly analyzed the monitoring results and development trend of horizontal displacement.

引用

页数：6