The calculation methods of the post construction settlement on soft clay foundation are discussed.
探讨了软土地基工后沉降的计算方法。
The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.
饱和软粘土地基沉桩过程中桩土挤压所引起的桩周土体超孔隙水压力效应是非常显著的。
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 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。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
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。
According to the construction characteristics on the ultra-soft clay foundation, the proposal of adopting a new generation of plastic drainage plate-based equipment was proposed.
针对超软粘土地基施工特点，提出新型塑料排水板打设装备的方案，该装备的开发对加快天津港吹填造陆进度具有重要意义。
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。
However, a lot of soft clay distribute in paralic shallow shoal, there are few research works of evaluating cyclic capacity of bucket foundation on soft clay to reference until now.
而近海浅滩地区分布着大量的软粘土，如何评价软土地基上桶形基础的循环承载力，尚没有很好的借鉴。
The reasons of destructive foundation with compacted base-enlarged piles in soft clay are analyzed.
分析了软土地区采用夯扩桩基础破坏的原因。
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。
While the dynamic compaction is used to reinforce foundation of soft clay ground, the reinforced effect is related not only to construction parameters but also to reinforced soil conditions.
采用强夯法对软土地基进行加固，其加固效果不仅与强夯的施工参数有关，还与被加固地基的工程地质条件密切相关。
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。
As an example, procedure of soft-clay foundation reinforcement by means of the vacuum drainage technique for a sea-filling engineering in Malaysia is simulated.
以马来西亚的槟城填海工程为例，用有限单元法模拟了软式透水管真空排水固结法处理软土地基的过程。
Three sets of model test in laboratory show that the failure model in the foundation with soft clay underlying layer belongs basically to the punching shear failure.
三组室内模型试验表明具有软弱下卧层的地基破坏模型基本上属于冲切破坏。
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。
An engineering example that a deep foundation pit is in dangerous status caused by over excavation in soft clay is described.
介绍一软土地区深基坑由于超挖引起基坑险情的工程实例。
Systematic in situ tests were carried out to study the bearing capacity of composite foundation with cement-soil piles in soft clay.
通过现场足尺试验，研究了软土中水泥土群桩的承载力特性。
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；
This paper deals with the ultimate bearing capacity of a foundation with soft clay underlying layer.
本文研究具有软弱下卧层的地基极限承载力问题。
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。
The method has also been increasingly widely used in various types of soft foundation reinforcement. However , there is dispute on its use in saturated clay foundation.
但是，对于含水量很高的饱和软粘性土能否使用动力固结法在国内外有很大争议。
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。
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