scholarly journals Probabilistic Settlement Analysis of Granular Soft Soil Foundation in Southern China Considering Spatial Variability

2018 ◽  
Author(s):  
Lin-Chong Huang ◽  
Shuai Huang ◽  
Yu Liang
Keyword(s):  
Spatial Variability ◽  
Southern China ◽  
Soft Soil ◽  
Soil Foundation ◽  
Soft Soil Foundation ◽  
Settlement Analysis

Settlement Analysis of Dock Slab on Soft Soil Foundation

2012 ◽  
Vol 170-173 ◽  
pp. 214-217
Author(s):  
Hong Wang ◽  
Lan Huan Wang ◽  
Lei Liu
Keyword(s):  
Finite Element ◽  
Soft Soil ◽  
Finite Element Software ◽  
Foundation Model ◽  
The Law ◽  
Soil Foundation ◽  
Soft Soil Foundation ◽  
Settlement Analysis

According to the dock engineering, the paper analyzed the settlement and deformation of dock slab of soft soil foundation by using finite element software ADINA, and summarizes the law of the settlement and deformation based on different foundation model, to provide reference for the calculation and design of similar dock engineering.

Application Research on Composite Foundation of Rammed Soil-Cement Piles Applied in the Da-Guang Expressway from Gu'an to Shenzhou

2013 ◽  
Vol 740 ◽  
pp. 655-658
Author(s):  
Huan Sheng Mu ◽  
Ling Gao
Keyword(s):  
Soft Soil ◽  
Composite Foundation ◽  
Application Research ◽  
Action Mechanism ◽  
Foundation Design ◽  
Soil Cement ◽  
Soil Foundation ◽  
Soft Soil Foundation ◽  
Cement Soil ◽  
Capacity Characteristic

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.

Experimental Study of the Rotary Filling Piles with Large-Diameter under the Axial Load

2012 ◽  
Vol 594-597 ◽  
pp. 527-531
Author(s):  
Wan Qing Zhou ◽  
Shun Pei Ouyang
Keyword(s):  
Experimental Study ◽  
Axial Load ◽  
Load Transfer ◽  
Soft Soil ◽  
Large Diameter ◽  
Shaft Resistance ◽  
Tip Resistance ◽  
Soil Foundation ◽  
Soft Soil Foundation ◽  
Deep Soft Soil

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.

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