非饱和土强度 strength of unsaturated soil英语短句 例句大全

非饱和土强度,strength of unsaturated soil

1)strength of unsaturated soil非饱和土强度

1.Effect of suction force on thestrength of unsaturated soil;吸力在非饱和土强度中的应用

2.With equilibrium method the dynamic stability of soil-nail bracing of unsaturated soil slope is analyzed, considering the connection between the shearstrength of unsaturated soil and water content.用非饱和土强度理论建立了土钉支护整体稳定性最小安全系数的公式。

英文短句/例句

1.UNSATURATED SOIL STRENGTH THEORY BASED ON TOTAL STRESS STRENGTH INDEXES OF SATURATED SOIL AND ITS APPLICATION基于饱和土总应力强度指标的非饱和土强度理论及其应用

2.Experimental Study on Strength Character of Unsaturated Soils of Zhengkai Underpass Project郑开下穿越工程非饱和土强度特性试验研究

3.Experiment Study of Shear Strength Parameter of Unsaturated Soil by Triaxial Test and Numerical Simulation of Excavation;非饱和土强度参数的三轴试验研究与基坑开挖的数值模拟

4.Study on Strength and Deformation of Unsaturated Expansive Soils;非饱和膨胀土强度和变形特性的研究

5.EXPERIMENTAL STUDY ON CHARACTERISTICS OF DEFORMATIONAND STRENGTH OF UNSATURATED CLAY非饱和黏土变形和强度特性试验研究

6.Testing Study on Strength Characteristics of Ning Ming Unsaturated Expansive Soils;宁明非饱和膨胀土强度特性试验研究

7.Study on Strength Property of Unsaturated Remoulded Loess;非饱和重塑黄土强度特性的试验研究

8.Research on the Universality of Unsaturated Soil Strength and Deformation Characteristics非饱和土普适的强度与变形理论研究

9.Effects of Unsaturated Loess Permeability Coefficient by its Strength非饱和黄土渗透系数对其强度的影响

10.Experimental Study on Structural Strength and Shear Strength of the Unsaturated Loess;非饱和黄土结构强度与抗剪强度的试验研究

11.Laboratory Study on Influence of Temperature on Shear Strength of Unsaturated Clayey Soil温度对非饱和土抗剪强度影响的试验研究

12.Study on Deformation and Strength Characteristics of Unsaturated Soils in Three Gorges Reservoir Area;三峡库区非饱和土变形和强度特性研究

13.Experimental Study on the Moistening Deformation and Moistening Strength of the Unsaturated Expansive Soil;非饱和膨胀土增湿变形和增湿强度的试验研究

14.Research on Shear Strength and Matrix Suction Field Measurement of Unsaturated Soils;非饱和土的抗剪强度和基质吸力的现场监测

15.Study on Suctions and Shear Strength of Unsaturated Soils and Experimental Verification;非饱和土的吸力与强度理论研究及其试验验证

16.Application of Strength Theory of Unsaturated Expansive Soil to the Limit Analysis;非饱和膨胀土强度理论在极限分析中的应用

17.Experimental Research on the Practical Shear Strength of Unsaturated Soils under the State of Continuous Water with Discontinuous Air气封闭情况下的非饱和土实用强度试验研究

18.Triaxial Test of Deformation and Strength Change of a Remolded Unsaturated Sand重塑非饱和含粘砂土变形强度特性的三轴试验

相关短句/例句

unsaturated soil intensity非饱和土强度

1.Based on transient saturated-unsaturated seepage FEM analysis of earth rock-fill dams under the condition of water fall in reservoirs,unsaturated soil intensity and density are taken account of with water containing,and seepage force action,slope stability changing rule and the effect of penetrative coefficient on it are analyzed by using shear strength reduction FEM in the process of water fall.在对库水位回落条件下土石坝非稳定饱和-非饱和渗流场进行有限元分析的基础上,考虑非饱和土强度、土体密度都随含水量变化的关系及渗透力作用,利用强度折减有限元技术研究了水位降落过程中边坡稳定性的变化规律及渗透系数对边坡稳定的影响。

3)unsaturated soil shear strength theory非饱和土抗剪强度理论

1.The slope transient seepage field under the conditions of rainfall infiltration is simulated based on porous media saturation-unsaturated flow theory;by use of limit equilibrium theory,the influence of rainfall intensity,rainfall holders,prophase rainfall and rainfall pattern on slope stability are studied based onunsaturated soil shear strength theory and the results of seepage analysis.基于多孔介质饱和-非饱和渗流理论,模拟降雨入渗条件下边坡暂态渗流场;基于非饱和土抗剪强度理论和边坡饱和-非饱和渗流分析结果,利用极限平衡理论研究了降雨强度、降雨持续时间、前期降雨以及不同降雨方式对边坡稳定性的影响。

4)shear strength of unsaturated soils非饱和土抗剪强度

5)Unsaturated Soil Strength Theory非饱和土强度理论

6)double-variable unsaturated soil strength formula双变量非饱和土强度公式

1.According to thedouble-variable unsaturated soil strength formula, the relationship between the soil shear strength and suction strength with the water content is deducted, and then the mechanism of the reduction of the uplift bearing capacity for the expansive soil under the soaking status is illustrate.根据双变量非饱和土强度公式,推导出了土体抗剪强度指标及吸力强度与含水量的关系公式,从而阐明了膨胀土在浸水状态下的抗拔承载力的降低机理。

延伸阅读

非想非非想处天1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。