Slurry protection wall construction method with holes formed in cast-in-situ bored pile sand soil layer
A technology of bored piles and mud retaining walls, applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as difficulty in adjusting the proportion of mud in different soil layers, easy hole collapse, buried drilling, etc., to save concrete consumption , reduce the filling coefficient and improve the integrity
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Embodiment 1
[0013] The mud retaining wall construction method of the bored cast-in-place pile sandy soil layer of the present invention comprises the following steps:
[0014] (1) Before construction, pre-dug the mud pool, carry out artificial slurrying, use a mortar mixing drum, and prepare the mud according to the water-cement ratio of 0.55. % industrial alum, the mud proportion after modulation is 1.2;
[0015] (2) Carry out drilling construction, when reaching the ore soil layer, pump the prepared mud through the mud pump, inject it into the borehole to form a circulation, and protect the wall;
[0016] (3) After drilling through the sand layer, reduce the mud specific gravity to 1.1 by increasing the amount of clean water in the hole until the hole is completed.
Embodiment 2
[0018] The mud retaining wall construction method of the bored cast-in-place pile sandy soil layer of the present invention comprises the following steps:
[0019] (1) Before construction, pre-dug the mud pool, carry out artificial slurrying, and use a mortar mixing drum to prepare the mud according to the water-cement ratio of 0.6. The raw material is high-viscosity expansive soil (commonly known as clay), and high-viscosity expansive soil is added at the same time by 1.2% by weight industrial alum, the specific gravity of mud after modulation is 1.35;
[0020] (2) Carry out drilling construction, when reaching the ore soil layer, pump the prepared mud through the mud pump, inject it into the borehole to form a circulation, and protect the wall;
[0021] (3) After drilling through the sand layer, reduce the mud specific gravity to 1.25 by increasing the amount of clean water in the hole until the hole is completed.
Embodiment 3
[0023] The mud retaining wall construction method of the bored cast-in-place pile sandy soil layer of the present invention comprises the following steps:
[0024] (1) Before construction, pre-excavate the mud pool, carry out artificial slurrying, use a mortar mixing drum, and prepare the mud according to the water-cement ratio of 0.6. % industrial alum, the mud proportion after modulation is 1.3;
[0025] (2) Carry out drilling construction, when reaching the ore soil layer, pump the prepared mud through the mud pump, inject it into the borehole to form a circulation, and protect the wall;
[0026] (3) After drilling through the sand layer, reduce the mud specific gravity to 1.2 by increasing the amount of clean water in the hole until the hole is completed.
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