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1·Slurry Wall pile punching; Quality control; Construction Supervision.

泥浆护壁冲孔灌注桩；质量控制；施工监理。

2·H. Rotary used in conjunction with slurry pump can be used for the drilling of rock, slurry wall for loosen stratum of the Quaternary period and deep hole drilling in.

回转配用泥浆泵进行岩石钻进及第四纪松散地质层的泥浆护壁和深孔钻进。

3·So-called composite (three functions) deep foundation structure is defined as: to use slurry wall, basement base plate and a part of plate beam as foundation pit bracing;

在深基础结构工程设计中，将地下连续墙、地下室底板和部分楼板、梁作为深基坑开挖时的支护体与临时支撑；

4·The results indicate that the design scheme of the project is feasible. It can ensure the stability of the slurry wall and backup wall, and does not affect the precision of jacking direction.

计算结果表明设计方案是可行的，能够保证连续墙以及后靠结构的稳定，不会影响顶管顶进方向的精度。

5·A settlement computation method to the composite foundation composed of slurry wall-pile-box or thick raft is proposed, which is defined in the paper as two-stage settlement computation method.

提出了由地下连续墙-桩-箱或筏所构成的复合基础的沉降计算方法，该方法定义为二阶段沉降计算方法。

6·The features and proportions of slurry and effect of borehole wall protection in different loose strata were mainly introduced.

重点介绍了松散地层不同地层泥浆特性、配比及护壁效果、措施。

7·The hole wall of anchor is sustained by slurry, common pressure grouting and the second high pressure grouting are used.

本抗浮锚杆成孔采用泥浆护壁工艺，注浆采用常压注浆和二次高压注浆。

8·The cementing job quality was successfully controlled by means of carrying out the cementing design plan of wall shear stress and the leakproof method by raising slurry viscosity.

通过实施壁面剪应力固井设计方法和提高水泥浆粘度的防漏方法，成功实现了对固井质量的控制。

9·In view of the property of slurry and the peculiarity of true soil, the mechanism of slurry dado with concrete curtain wall method in shaft excavation has been studied in this paper.

本文从泥浆的性能和土层的特点出发，对混凝土帷幕凿井法泥浆护壁机理进行了研究。

10·The wall shear stress caused by cement slurry flowing in the annular space is a key element that affects the displacing efficiency.

水泥浆环空流动的壁面剪应力是影响顶替效率的关键因素。