Pile Head Settlement Calculation Method of a Super-Long Pile in a Deep Soft Soil Area

ICPTT 2014 ◽  
2014 ◽  
Author(s):  
Huafeng Shan ◽  
Tangdai Xia ◽  
Qiongfang Zhang ◽  
Rongzhu Liang
Keyword(s):  
Calculation Method ◽  
Soft Soil ◽  
Pile Head ◽  
Settlement Calculation ◽  
Soft Soil Area ◽  
Deep Soft Soil ◽  
Soil Area

Improved Calculation Method of Super-Long Pile in Deep Soft Soil Area

2018 ◽  
Vol 18 (10) ◽  
pp. 04018117 ◽  
Author(s):  
Xu Xu ◽  
Xueming Wang ◽  
Chenyu Cai ◽  
Wenjuan Yao
Keyword(s):  
Calculation Method ◽  
Soft Soil ◽  
Soft Soil Area ◽  
Deep Soft Soil ◽  
Soil Area

Prediction of long-term settlements of subway tunnel in the soft soil area

2014 ◽  
Vol 74 (2) ◽  
pp. 1007-1020 ◽  
Author(s):  
Zhen-Dong Cui ◽  
Shi-Xi Ren
Keyword(s):  
Soft Soil ◽  
Subway Tunnel ◽  
Soft Soil Area ◽  
Soil Area

Design optimization of the modern tram track infrastructure in soft soil area

2017 ◽  
pp. 1931-1936
Author(s):  
Yao Shan ◽  
Jiawei Zhang ◽  
Shunhua Zhou ◽  
Quanmei Gong ◽  
Binglong Wang
Keyword(s):  
Design Optimization ◽  
Soft Soil ◽  
Soft Soil Area ◽  
Soil Area

Calculation and Analysis on the Soft Soil Foundation Settlement with Elastic-Visco-Plasticity (EVP) Model

2018 ◽  
Vol 1145 ◽  
pp. 8-16 ◽  
Author(s):  
Jing Rui Guo ◽  
Xian Chang Zheng ◽  
Ji Qing Zhang ◽  
Zhi Meng Zhao
Keyword(s):  
Soft Soil ◽  
Soil Consolidation ◽  
One Dimensional ◽  
Model Study ◽  
Long Time ◽  
Soft Soil Area ◽  
Soil Foundation ◽  
Soft Soil Foundation ◽  
Soil Area ◽  
Engineering Monitoring

The EVP model is an available method to apply to the vertical settlement of soft soil consolidation calculation and analysis. Compared with Visco-Plasticity model, it shows more consistent with the actual stress conditions of the soil. In this paper, We have extracted soil samples in BinHai garden for assay. Then through the comparison with calculating results and a long-time engineering monitoring in BinHai garden soft soil area, a feasibility EVP model study on the vertical settlement in soft soil area is peoposed. Further a consequent sedimentation forecast was made according with the EVP model calculation. In the end, the settlement influence from creep was analyzed through one-dimensional consolidation theory.

Study on the Long-term Settlement of Subway Tunnel in Soft Soil Area

2015 ◽  
Vol 34 (5) ◽  
pp. 486-492 ◽  
Author(s):  
Jun Tan ◽  
Zhen-Dong Cui ◽  
Li Yuan
Keyword(s):  
Soft Soil ◽  
Subway Tunnel ◽  
Soft Soil Area ◽  
Soil Area

scholarly journals Review of research on high-speed railway subgrade settlement in soft soil area

2020 ◽  
Vol 28 (2) ◽  
pp. 129-145 ◽  
Author(s):  
Shunhua Zhou ◽  
Binglong Wang ◽  
Yao Shan
Keyword(s):  
High Speed ◽  
Soft Soil ◽  
High Speed Railway ◽  
Soft Soil Area ◽  
Soil Area
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