| 1. | Research on consolidation deformation test of large - size soft clay samples
大尺寸软粘土固结变形试验研究 |
| 2. | A model for describing the nonlinear consolidation characteristics of saturated soft soil
饱和土体固结变形特征的一种非线性描述 |
| 3. | One - dimensional deformation at initial stage and consolidation deformation of unsaturated soil under loading
非饱和土受荷后的单向初期变形和固结变形 |
| 4. | The conventional method of computing the secondary consolidation of soft soils docs not reflect the influence of load
摘要现有计算软土次固结变形的常用方法是不考虑荷载对其影响的。 |
| 5. | The new model is also compared with early models , and validated by known experiments data , and the mechanism of strain and the method of finite difference are given
文中给出模型的有限差分解法，并将此模型与前人模型进行比较，分析固结变形的机理， 。 |
| 6. | Based on studying main factors affecting secondary settlement , a method to estimate the post - construction settlement after removal of surcharge is proposed
分析了影响次固结变形的主要因素，并提出了卸除超载后，软基在永久荷载作用下的工后沉降计算方法。 |
| 7. | The relationship between the secondary consolidation deformation and load were discussed and the characteristics of the secondary consolidation of normally consolidated soils were emphansized in discussion , and some rules were concluded and analyzed
本文对次固结变形与荷载的关系进行了较详细的探讨，并着重研究了正常固结土的次固结特性，且对其规律进行了总结和分析。 |
| 8. | In a practice project , field test is done . the laws of the deformation characteristics in consolidation and the stress - ratio of pile are summed up with the monitoring data . it provides reliable basis for the application and the theoretical research of deep mixing pile
根据实测数据，全面深入地分析总结了搅拌桩复合地基在加载过程中的固结变形特征，桩土应力比变化规律，搅拌桩单桩承载力与桩间土承载力实际发挥情况等规律，为搅拌桩的应用和理论分析研究提供了可靠的依据。 |
| 9. | The impact of deeplying cohesive soil on subsidence in tianjin is presented in this paper . based on the analysis of the consolidation law of deeplying cohesive soil , the pore configuration , and the movement of pore water , the mechanism of the consolidation of hard cohesive soil is discussed . finally , the consolidation parameters , resulting from consolidation cycles , are applied in the calculation of settling volume and the degree of forecast accuracy is satisfactory
阐述了天津市深层粘性土对地面沉降的影响，分析了深层粘性土的固结规律。通过研究孔隙结构和孔隙水运移特征，探讨了坚硬粘性土的固结变形机理。选取由固结旋回法得到的固结参数对深层粘性土引起的地面沉降量进行了计算，获得了较好的预测精度。 |
| 10. | By assuming that distortion is coordinative and stress is in equilibrium at the interfaces of columns and soil in composite foundation and that the average consolidation degree in composite model was equal to the one in composite foundation , a three - dimensional composite model was established by effective stress analysis method . the corresponding finite element method is then developed for consolidation analysis of composite foundation
在假定复合地基桩土间竖向和切向变形协调、应力平衡以及复合元模型的平均固结度与单桩轴对称复合地基的平均固结度相等的条件下，用有效应力分析法建立了三维复合有限元模型，提出了基于此模型的复合地基固结变形分析有限元法。 |
