Experimental Study on the Deep and Thick Soft Ground Treated withPrefabricated Vertical Drains Combination with Heaped -Preloading

Wang Xiang; Zhou Shunhua; Gu Xiangsheng

Jul. 2021

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(4): 172-176,186

Wang Xiang, Zhou Shunhua, Gu Xiangsheng. Experimental Study on the Deep and Thick Soft Ground Treated withPrefabricated Vertical Drains Combination with Heaped -Preloading[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(4): 172-176,186.

Citation:

Wang Xiang, Zhou Shunhua, Gu Xiangsheng. Experimental Study on the Deep and Thick Soft Ground Treated withPrefabricated Vertical Drains Combination with Heaped -Preloading[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(4): 172-176,186.

Citation:

Wang Xiang, Zhou Shunhua, Gu Xiangsheng. Experimental Study on the Deep and Thick Soft Ground Treated withPrefabricated Vertical Drains Combination with Heaped -Preloading[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(4): 172-176,186.

PDF( 502 KB)

Experimental Study on the Deep and Thick Soft Ground Treated withPrefabricated Vertical Drains Combination with Heaped -Preloading

1. Tongji University, Shanghai 200331 China;
2. The Fourth Survey and Design institute of China Railway, Hu bei Wuhan 430063 China

Received Date: 2004-05-26
Available Online: 2021-07-08

Abstract

Abstract

Taking the results of the test on the soft ground treated with prefabricated vertical drains on the Guangzhou Zhuhai Qusai High speed Railway for example,a series of problems about the deep and thick soft ground are analyzed,such as the change of the settlement of the soft ground,pore water pressure,soil pressure,deformation of the geogrid,horizontal displacement in the deep soil.
- prefabricated vertical drains,
- heaped—preloading,
- deep and thick soft ground,
- Qusai-High-speed Railway