scholarly journals Application of Comprehensive Landing Method During the Rectification for the Brick-concrete Buildings in Soft Soil Area

2015 ◽  
Vol 9 (1) ◽  
pp. 550-556 ◽  
Author(s):  
Zhang Xiao-nan ◽  
Shi San-yuan ◽  
Wang Xiao-lei ◽  
Zhao Hong-yu

This paper first analyzes the tilting reasons of a brick-concrete building in Yunnan province in China. Then, a comprehensive rectification method which combines the stress release method and the excavation of stress release trench was put forward. This method uses the anchor static pile in order to guarantee the safety of the building in the process of rectifying. The practice case showed that the inclination rate of the building returned to 3 % from 14.4 %, which proved the efficiency of the proposed method.

2015 ◽  
Vol 12 (4) ◽  
pp. 375-382 ◽  
Author(s):  
Xiaolei Wang ◽  
Xiaonan Zhang ◽  
Sanyuan Shi ◽  
Libo Liu

Combining with an instance of rectification and reinforcement of a brick-concrete structure house in the Yunnan province, a comprehensive landing method was proposed. The building was reinforced, for the existing problems, on the basis of the analysis of the building tilt reasons. In order to ensure building safety in the process of rectifying inclination, the anchor static pile was used. The result showed that the inclination rate of the building returned to 3 % from 14.4 %, which proves the effectiveness of the proposed method.


2014 ◽  
Vol 74 (2) ◽  
pp. 1007-1020 ◽  
Author(s):  
Zhen-Dong Cui ◽  
Shi-Xi Ren

Author(s):  
Yao Shan ◽  
Jiawei Zhang ◽  
Shunhua Zhou ◽  
Quanmei Gong ◽  
Binglong Wang

2018 ◽  
Vol 1145 ◽  
pp. 8-16 ◽  
Author(s):  
Jing Rui Guo ◽  
Xian Chang Zheng ◽  
Ji Qing Zhang ◽  
Zhi Meng Zhao

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.


2015 ◽  
Vol 34 (5) ◽  
pp. 486-492 ◽  
Author(s):  
Jun Tan ◽  
Zhen-Dong Cui ◽  
Li Yuan

2020 ◽  
Vol 28 (2) ◽  
pp. 129-145 ◽  
Author(s):  
Shunhua Zhou ◽  
Binglong Wang ◽  
Yao Shan

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