Consolidation Behaviors of Soft Clay Using Vacuum Preloading Method in Combination with Electro-Osmosis Based on Different Shapes of EKG Electrode

IACGE 2018 ◽  
2019 ◽  
Author(s):  
Yang Shen ◽  
Jianting Feng ◽  
Wen Shi ◽  
Chenchen Qiu
2011 ◽  
Vol 243-249 ◽  
pp. 3277-3284
Author(s):  
Qi Jun Hu ◽  
Hua Wen ◽  
Cheng Gong

This paper verified effect and feasibility by indoor model test of using drainage of vacuum preloading method and electro-osmosis method to reduce water content of saturated over-wet soil in moist and rainy areas. The results showed that: both methods could effectively reduce water content of saturated over-wet soil in Ya’an area, to achieve the desired effect of drainage and consolidation. Neither spatial distribution of level of reducing water content was obvious.


2020 ◽  
Vol 198 ◽  
pp. 01032
Author(s):  
Wenbin Liu

The traditional vacuum preloading method is a common way for enhancing the bearing strength of the soft clay layer. In general, a serious of plastic drainage boards are plugged into the soft clay foundation, and a sand layer is covered above the soft clay layer to establish a space for lateral drainage of the clay before applicating vacuum load. This paper analysed the application results of the traditional vacuum preloading method with the help of the data from an engineering case. The in-site testing data of the variation of the pore pressure in clay layer and the settlement are collected to evaluate the benefit of traditional vacuum preloading method.


2018 ◽  
Vol 58 (3) ◽  
pp. 766-775 ◽  
Author(s):  
Jun Wang ◽  
Yuanqiang Cai ◽  
Hongtao Fu ◽  
Xiuqing Hu ◽  
Ying Cai ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document