FIELD: construction engineering. SUBSTANCE: this relates to erection of wall in water-saturated and unstable ground. Realization of method implies operations for digging trench and filling it with thixotropic solution for further erection of reinforced concrete wall in trench. Installed above dug out trench is load-hoisting and guiding equipment for erection of wall from separate units. Due to available guiding structure, joining of wall units is effected when they are continuously held and through their entire height. After lowering each unit in design position, brought into trench is inflatable flexible vessel, and performed by means of this vessel is compression of joints between wall units. Application of aforesaid method allows for erection of high-quality wall at improved productivity and lower labour expenses. EFFECT: higher efficiency. 2 dwg
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