生石灰桩用量与建筑物上部结构的侧移量的关系；
The relationship between the amount of quicklime pile and lateral drift;
介绍了生石灰桩的概念，阐述了石灰桩加固地基的机理。
The conception of quicklime pile is introduced and its strengthening mechanics in foundation construction are elaborated.
论文探讨了搅拌生石灰桩强度形成机理，公路软基处理的有效性及适用条件。
The paper involves the formation mechanism of the strength of quicklime mixing pile, the validity of treatment of highway soft foundation and the applicable conditions.
采用石灰桩进行土体固化处理，取得良好的效果，为其他类似工程提供参考。
Lime piles are adopted to solidified the soil. It was successful and may provide as a good example for similar works.
文章通过一工程实例中石灰桩法在软弱地基处理中的成功运用，对此进行研讨。
The successful application of lime pile to soft ground treatment in an engineering project is studied in this article.
同时介绍了cfg桩和石灰桩形成的多元复合地基的承载力和沉降的计算方法及检测方法。
The calculation methods of bearing capacity and settlement and testing methods of CFG and lime piles composite foundation are put forward.
同时指出采用石灰桩、碎石桩等对桩周土进行加固，能有效地提高单桩载力及降低桩基沉降。
It is pointed out at the same time that reinforcement of pile-surrounding by lime-piles. Crushed stone piles. Etc, can effectively raise bearing capacity of piles. And reduce pile settlement.
通过石灰桩法来提高软弱地基承载力，操作简单，造价较低，在浅层地基处理实践中越来越受到广泛关注。
With easy operation and low construction cost, lime pile that is used to improve bearing capacity of soft ground has won more and more wide attention for shallow ground treatment.
针对深厚软粘土上覆新回填土的复杂地质条件，提出了粉煤灰混凝土桩与石灰桩联合进行地基处理的设计方法。
Under the complex geological condition where the backfill is on thick soft clay, the design method of combining fly ash concrete pile and lime pile is presented.
本文介绍用水泥和生石灰土桩联合围护圆形基坑的方法。
This paper has discussed the method of cement and quick lime soil piles combination for supporting the circular shaped foundation pit.
本文介绍了变电站冲孔灌注桩在石灰岩溶洞地区的施工过程中出现的主要问题和所采取的措施以及作者在施工中获得的一些体会。
In this paper authors introduced a series of measures adopted to settle problems of grouted stake in karst areas and experience of learning from construction of driving grouting piles.
本文从理论上分析了生石灰—粉煤灰挤密桩硬化缓慢和强度低的原因。
The reason for low strength and hardening slowing of quick lime-coal ash extruding piles are analysed theoretically.
本文从理论上分析了生石灰—粉煤灰挤密桩硬化缓慢和强度低的原因。
The reason for low strength and hardening slowing of quick lime-coal ash extruding piles are analysed theoretically.
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