Recently, CFG-pile composite foundation is introduced in deal with deep and soft clay worked as expressway foundation.
近年来引入的CFG桩复合地基处理技术，以其桩身强度高、可全桩长传递荷载而得到广泛应用。
This paper have studied consolidation properties based on saturated soft clay test, and draw some conclusion, which is significant for design and engineering practice of marine ooze foundation.
本文根据大量室内试验成果，分析了淤泥的微观结构、应力应变关系以及固结特性，得出了一些规律性结论，对于软粘土地基的理论设计与工程实践有重要的指导意义。
With it earthquake settlement of foundation on soft clay is analyzed to show cyclic degraded behaviour of soft clay and other important factors affecting computation of the settlement.
据此分析软基震陷，阐明软土循环弱化及其它因素对估算软基震陷的影响。
The design and construction of cementing reinforcement in deep foundation pit are discussed in this article with application of the theory of fracturing grouting in soft clay.
应用软粘土中的劈裂注浆技术理论，对一深基坑注浆加固方案的设计与施工进行了研究。
The results show that the geosynthetics reinforced sand blankets can improve the ability to resist deformation of the soft clay foundation and reduce the settlement in a certain extent.
试验结果表明加筋砂垫层能够提高软土地基抵抗变形的能力，在一定程度上能减少软土地基的沉降量。
The hard shell course on soft clay foundation has such characters as stress distribution, back berm, lagging behind of settlement and closed action.
天然双层软土地基上的硬壳层具有应力扩散、反压护道、沉降滞后和封闭作用等特征。
Compared to classical method, dynamic compaction associating with plastic drainage can treat soft clay foundation, and soil structure can be kept from damaging.
与传统的强夯技术相比，强夯联合塑料排水板加固地基方法可以在不破坏土体原有结构的基础上实现加固饱和软土地基的功效。
The presented method can provide a simple and practical assessment of settlement for a soft clay foundation treatment with vertical drains.
发现具有较好的准确性，为实际软基处理工程的沉降变形分析提供了一种简单实用的方法。
The analytical method and corresponding conclusions gained have more important theoretical meaning and practical values in the design and construction of deep foundation pit in saturated soft clay.
其方法和结论对软土深基坑的设计与开挖具有较为重要的理论意义与实用价值。
Part5: dynamic compaction treating soft organic clay foundation (compound foundation technology) and the appraisement of consolidate effect.
第六部分强夯加固黄河冲击地基及加固效果评价；
The choice and application of retaining by piles in row for deep foundation excavation in soft clay;
文章介绍了桩锚支护形式在老粘土地区超深基坑支护中的应用情况，并总结出其应用的良好效果。
The choice and application of retaining by piles in row for deep foundation excavation in soft clay;
文章介绍了桩锚支护形式在老粘土地区超深基坑支护中的应用情况，并总结出其应用的良好效果。
应用推荐