scholarly journals Experimental Study on Vacuum Dynamic Consolidation Treatment of Soft Soil Foundation

Author(s):  
Ni Fu-lai ◽  
Wen Xin ◽  
Zhang Xiao-bin ◽  
Li Wei
2012 ◽  
Vol 594-597 ◽  
pp. 527-531
Author(s):  
Wan Qing Zhou ◽  
Shun Pei Ouyang

Based on the experimental study of rotary filling piles with large diameter subjected to axial load in deep soft soil, the bearing capacity behavior and load transfer mechanism were discussed. Results show that in deep soft soil foundation, the super–long piles behave as end-bearing frictional piles. The exertion of the shaft resistance is not synchronized. The upper layer of soil is exerted prior to the lower part of soil. Meanwhile, the exertion of shaft resistance is prior to the tip resistance. For the different soil and the different depth of the same layer of soil, shaft resistance is different.


2021 ◽  
pp. 743-752
Author(s):  
Song-yu Liu ◽  
Guang-hua Cai ◽  
Guang-yin Du ◽  
Liang Wang ◽  
Jia-fu Chen ◽  
...  

2013 ◽  
Vol 740 ◽  
pp. 655-658
Author(s):  
Huan Sheng Mu ◽  
Ling Gao

Through the practice of tamped cement soil pile in treatment of soft soil foundation in Guan to Shenzhou section of Daqing-Guangzhou Expressway, the author expounds the action mechanism of rammed soil cement pile, composite foundation design points and calculation method of bearing capacity characteristic value.


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