undrained

1. Numerical Simulation of the Highly Compacted Unsaturated Bentonite Hydration Characteristics of unsaturated core soil in earth-rock dam under consolidated undrained test
   非饱和高压实膨润土水化的数值模拟非饱和心墙料的固结不排水试验特性
2. Numerical simulation of undrained cyclic triaxial tests of Nanjing flake-shaped fine sand
   南京片状细砂不排水循环三轴试验的数值仿真
3. The undrained bearing capacity of shallow strip foundations under uniaxial vertical ( V), moment ( M) and horizontal ( H) loads is predicted and compared with available solutions.
   首先进行浅基础分别在竖向、水平与力矩荷载单独作用下极限承载力的计算，并与已有结果进行对比。
4. Research on undrained shear strength tests of soft Lianyungang clay
   连云港软黏土的不排水强度试验研究
5. Testing and theoretical study of undrained shearing strength of saturated loess under cyclic loading
   循环荷载下饱和黄土不排水强度退化规律试验与理论研究
6. Formula and Application of Undrained Shear Strength Index of Saturated Clay Under Arbitrary Degree of Consolidation
   饱和黏土任意固结度强度指标计算公式及工程应用卧式容器强度计算中鞍座宽度的确定
7. Fabric anisotropy and undrained shear behavior of granular soil
   砂土各向异性和不排水剪切特性研究
8. Parameters of the explicit model are determined and the validity of the model is verified based on the undrained cyclic triaxial tests on consolidated Shanghai soft clay.
   通过上海地区第④层饱和软黏土一系列静力三轴、循环加载试验验证了模型的合理性，得到了模型相关参数。
9. Pullout capacity of deeply embedded plate anchors in undrained clay
   不排水黏土中深埋锚板的抗拔承载力
10. The design of braced excavations in soft clays is usually controlled by the short-term undrained stability.
    软黏土中深基坑开挖支护系统设计一般由不排水稳定控制。
11. It is very difficult to resolve or measure matric suction in engineering practice, because the matric suction is not constant especially under undrained condition.
    实际工程中求解和测定吸力比较困难，特别在不排水条件下，吸力并非常量，从而难以确定。
12. Anisotropically consolidated undrained test Consolidation Principle for Underwater Drainage by Plastic Drain Bar and Project Application
    不等压固结不排水试验塑料排水板水下排水固结原理与工程应用
13. Creep Behavior of Saturated Soft Clay Under Cyclic Loading in Undrained Condition
    不排水循环加载作用下饱和软粘土的蠕变特性
14. Based on a comprehensive triaxial undrained compression test program on remoulded specimens, the steady state of CDV loose fills was analyzed.
    在重塑试样的三轴压缩实验基础上，对全风化火山岩松散填土的稳定状态进行了分析研究。
15. The results predicted by the model shaw that cyclic undrained stress-strain relation of softclays can be fairly simulated by the model.
    模型预测结果表明，它能较好模拟软粘土的不排水循环应力应变特性。
16. Fundamental behavior and constitutive modeling of a CDG residual soil under undrained shear
    不排水条件下全风化花岗岩残积土工程特性与本构模型
17. Results from undrained triaxial shear tests show that this model can well describe the stress-strain characteristics of soft clay.
    三轴排水剪切试验的验证结果表明，所构建的模型能较为合理地模拟结构性软黏土受荷扰动下的变形过程。
18. Numerical analysis for bearing capacity behavior of footings on undrained two-layered saturated clay under VM loading
    极限黏结力〔土地〕VM荷载下双层饱和黏土地基承载特性数值分析
19. Study on undrained shear behavior and hyperbolic stress-strain relationship of saturated clays;
    该文研究采用振弦应变计监测混凝土结构早龄期的应力相关应变。
20. Prediction of undrained shear strength in soft clays based on fall-cone tests
    基于落锥试验的黏性土不排水强度预测方法
21. Post-cyclic loading undrained strength degradation characteristics of silty clay
    粉质黏土周期荷载后的不排水强度衰化特性
22. New soil classification chart and undrained shear strength ( cu) based on CPTU are developed in this paper.
    提出了新的土分类图及不排水抗剪强度的估算公式；
23. Engineering Behavior of Saturated CDG Fills under Undrained Conditions
    不排水条件下饱和全风化花岗岩填土的工程性能
24. The effect of variation of principle stress orientation under cyclic loading on undrained cyclic shear behavior of Fujian Standard loose sand under isotropic consolidation condition is investigated.
    针对福建标准砂，在均等固结条件下着重研究了振动过程中主应力方向的不同变化模式对饱和松砂不排水循环特性的影响。
25. The shear changed the quadrilateral into a parallelogram. Effect of Orientation of Principal Stress on the Undrained Behavior of Saturated Sand under Monotonic Shearing
    饱和砂土不排水单调剪切特性试验研究&考虑剪切过程中变化的总主应力方向的影响
26. Study on 3-D Numerical Simulation of the Hydraulic Characteristics of Lateral Intake with Two-Direction Flow; Fabric anisotropy and undrained shear behavior of granular soil
    双向水流侧式进出水口水力特性三维数值模拟砂土各向异性和不排水剪切特性研究
27. A simpler theoretical solution for undrained shear strength index of saturated clayey soil under arbitrary degree of consolidation is deduced by the means of stress path method in this paper.
    通过应力路径法导出简洁的任意固结度的不排水抗剪强度指标的理论公式，并与实测对比，结果相当一致。
28. Soil lines of equal pore pressure anisotropically consolidated undrained test
    土内孔隙水压等同线不等压固结不排水试验
29. Undrained cyclic behaviors of Nanjing flake-shaped fine sand under cyclic loading
    循环荷载作用下南京片状细砂的不排水动力性态

adj

1. not drained
   1. preserve wetland