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Usually, the use of polymer mud process can ensure the smooth progress of the project construction under the following circumstances:
a. There are many geological layers of sand and sand eggs;
b. When the wall protection effect of making slurry with water or bentonite is not ideal;
c. The amount of sediment after hole formation is too large to meet the specification requirements, and the hole clearing time is relatively long;
d. High requirements for environmental protection, do not allow the occurrence of dust, prohibit the use of bentonite;
e. When the construction site in the city is narrow, it is not convenient to make a large mud pool or there is no site to pile up a large amount of bentonite;
f. Engineering projects in remote areas, where transportation costs and labor costs are high;
g. In cold areas, bentonite is easy to freeze, and bentonite preservation and pulping are difficult.
A. advantages:
1. Low cost, less consumption, greatly reduce the pulping labor intensity, save labor cost;
I. Simple operation, fast pulping speed (generally within 5 minutes);
I. Low site requirements, the most obvious advantage in urban municipal engineering (especially in the site with narrow construction surface);
IV. Very low sand content, better slag control, is conducive to improving the quality of the pile;
V. Small specific gravity of mud can effectively reduce the difficulty of concrete perfusion;
V. High pulping rate, small size, easy to transport, significantly reduce the cost of pulping and transportation;
VI. In the geology of sand and egg beds, the pore-forming effect is obviously better than bentonite mud;
VI. There is no dust phenomenon in the pulping process, which meets the requirements of civilized construction and environmental protection construction.
B. Disadvantages:
1. Mud loss is slightly higher in geology with large pores or fractures that do not have a solid wall protection layer.
I. Mud has a small specific gravity and is not highly applicable in fluid plastic or loose geology.
(3) Polymer mud configuration ratio
General use ratio :0.1%~1%(according to geological conditions, groundwater characteristics, pile diameter, pile depth, water quality, temperature, as appropriate), it is required to be evenly sprinkled under full stirring conditions, not agglomerate or form a group.
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