scholarly journals DIAPHRAGM WALL CONSTRUCTION COST BY THE WELL METHOD ON COHESIVE AND NON-COHESIVE SOILS

2021 ◽  
Vol 10 (2) ◽  
pp. 283-289
Author(s):  
Gamze BİLGEN ◽  
Eray AFŞAR
2014 ◽  
Vol 37 (4) ◽  
pp. 20130191 ◽  
Author(s):  
C. K. Choy ◽  
J. R. Standing ◽  
R. J. Mair

2012 ◽  
Vol 170-173 ◽  
pp. 666-669
Author(s):  
Zheng Sheng Zou ◽  
Xin Liu ◽  
Wen Qing Zhang ◽  
Qing Hua Kong

Generally, it is difficult to control the trench stability and panel joint permeability in the construction of a diaphragm wall. The high construction cost is inevitable because of the environmental pollution due to the slurry, waste of water consumption, and debris disposal treatment. A new technique, called the dry trenching diaphragm wall with self-guided double-rectangular-casing, is thereafter developed in the current study to avoid these problems. In this technique, two pieces of rectangular steel casing are driven in sequence and guided each other. The trench is made by squeezing into the soft soil. The panel alignment and straightness are assured without any joints due to the dry concrete pouring instead of the influences of the slurry. Compared to the regular diaphragm wall, the technique is an environment-friendly, less emissive and energy-conserved one by eliminating the slurry pollution with the low cost. It shows that the quality of panel connection is reliable, and the permeation-proof performance is superior with high efficiency in wall-forming due to non-joint interlocking.


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