| 1. | Soft clay ground
地基处理软土地基 |
| 2. | Finite element analysis for consolidation of soft clay ground considering its rheological behaviors
考虑流变性状的软土地基固结有限元分析 |
| 3. | Through this estimate , one more precise prediction for the soft clay ground afterward settlement can be made to guide the design and control the construction
利用反演所得的参数可进一步对软粘土地基后期沉降做出更为精确的预测，以指导设计和控制施工。 |
| 4. | The example shows that the structural soft clay ground maybe destroys during the preceding loading . finally , strength increase and its utmost are discussed , associated with the analysis of the example , and some useful conclusions are obtained
计算表明，预压结构性软土地基在加载填筑前期也很有可能会失稳破坏。 |
| 5. | 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。 |
| 6. | The strength line of consolidation undrained shear of field soft clay is polygonal . on the basis of the character , and the calculation formula of stability and strength increase of structural soft clay ground can be obtained
原状结构性软土的固结不排水强度包线为折线型，根据此特征给出了考虑结构性影响的预压地基的强度增长和稳定安全系数计算公式。 |
| 7. | In recent years , vacuum preloading is extensively used to treat soft clay ground , whereas the development of the theoretic study in vacuum preloading cannot follow the progresses in engineering , which has limited the progress and application in engineering practice
目前有关真空预压加固地基的理论研究落后于工程实践，制约了该工法的进一步发展和工程应用，有必要对此进行系统的研究。 |
| 8. | In this dissertation , on the basis of the existing work , the consolidation settlement and the stability of the structural soft clay ground have been studied with the methods , such as the structure characteristic experiment of soft clay , modeling and theory analysis
在总结前人研究成果的基础上，本文通过软土的结构性试验、模型建立和理论分析等方法对结构性软土地基的固结沉降特性及稳定性进行了研究。 |
| 9. | The temperature stress is analyzed by formula and numerical method respectively ; and the fit temperature step is obtained . the interactions of undamaged pavement and soft clay ground , damaged pavements and soft clay ground are studied under the conditions of temperature change
其次，采用公式法和有限单元法计算一维沥青混凝土杆低温下变温的温度应力，通过分析给出了采用有限单元法计算温度应力时的合适温度步长。 |
| 10. | And in this paper , the prediction method of the foundation settlement after construction is discussed . firstly , two - dimensional formulas of biot ' s consolidation fem base on nonlinear hyperbolic model and merchant ' s model are presented to calculate settlement of saturated soft clay ground
因而有必要对软土路堤工程的工后沉降进行较为准确的预测，使得预测结果与实际结果更为接近准确以适时的提供日后维修解决工后沉降问题。 |
