| 1. | Case study of support to deep foundation pit slope in soft soil
软土层深基坑边坡支护工程实例分析与设计 |
| 2. | On using hard surface on flexible layer as natural foundation of industry
软土层上硬壳层作为工业球罐天然地基的利用 |
| 3. | Considering the feature of subgrade deformation , the off set limit and the settlement calculation depth are discussed in this paper
并结合路基变形特点，对软土层的屈服极限、沉降计算深度等问题进行了探讨。 |
| 4. | Unique hydrogeology feature of soft soil two - layer structure in wuhan city determines particularity of decreasing confined water in deep excavation
武汉地区二元结构软土层独特的水文地质特征决定了其深基坑降低地下承压水的特殊性。 |
| 5. | The design and calculation methods of support to several typical deep foundation pit slopes are suggested . the reliability of the methods is verified by examples in project
提出了几种典型的软土层深基坑支护的设计计算方法，并通过工程实例验证了这些设计计算方法的可靠性。 |
| 6. | Several typical design and calculation techniques for deep layer slide of slope in deep foundation pit of soft ground are proposed herein , which are verified by practical projects for their reliability
本文提出了几种典型的软土层深基坑边坡深层滑移的设计计算方法，并通过工程实例验证了这些设计计算方法的可靠性。 |
| 7. | In the paper , first we analyze characteristic of settlement and account method about soft clay ground at bridge approach . value of settlement factor when total settlement is calculated by experimental formula method is discussed
针对温州地区软土层的物理力学特性，对采用经验系数法计算总沉降时的沉降系数的取值进行了讨论。 |
| 8. | But because of the specialty of coastal geology , there often exists the deep soft soil layer under the roadbed along the road , which affect the highway ' s long - term stability and safety usage
但由于沿海道路地质形成的特殊性，沿线路基下经常存在深厚的软土层，这极大地影响了道路的长期稳定和安全使用，使得滨海道路建设的难度加大。 |
| 9. | Because of deposit the ground form , wide soft soil and large thickness , we should use the methods to set up the standard design . , such as to change and fill out a stone , lump block of stone of the strong rammer and split off the thick liquid of note and so on
摘要深圳市港湾大道沿线属前海湾沿岸海漫滩沉积地貌，软土层分布范围广、厚度大、性状极差，阐述该路采用的换填块石、劈裂注浆、插板排水堆载预压、强夯块石墩等地基处理方法，进行了标准设计。 |
| 10. | In view of the reality of the thick quaternary system and low strength of the luocun - xiaonengchang dump foundation and in combination of the dumping technology adopted , the analysis of the foundation carrying capacity and slope stability are made so as to determine the structural parameters and to provide data for the dump operation
针对姑山矿罗村小农场排土场地基第四系软土层厚、强度低的现实，结合排土场的堆积工艺，采用地基承载能力分析、边坡稳定性分析等方法，分析确定了排土场的结构参数，为该排土场的生产提供了依据。 |
