Key Laboratory Of Concrete And Prestressed Concrete Structures Of Ministry Of Education 1
1. Stability of soil slope in Almaty covered with steel slag under the effect of rainfall
2. Analytical and Finite-Element-Method-Based Analyses of Pile Shaft Capacity Subjected to Rainfall Infiltration
3. Numerical Simulation on the Effect of Infiltration and Evapotranspiration on the Residual Slope
4. Effect of the Wetting Hydraulic Property of Soil on 1-D Water Infiltration
5. Oedometer Study Regarding the Consolidation Behavior of Nanjing Soft Clay
6. Parametric Analysis of Rainfall-Induced Loess Soil Slope Due to the Rainwater Infiltration
7. The influence of rainfall patterns on factor of safety for clayey soil slopes
8. Modelling Particle-Size Distribution and Estimation of Soil–water Characteristic Curve utilizing Modified Lognormal Distribution function
9. Stability and consolidation of sediment tailings incorporating unsaturated soil mechanics
10. Evaluation of the Ground Settlement in an Urban Area Resulting from a Small Curvature Tunneling Construction
11. Variability in the measured soil‒water characteristic curve with respect to the numbers of specimens
12. A new domain model for estimating water distribution in soil pores during the drying and wetting processes
13. A new mathematical model for the estimation of shear modulus for unsaturated compacted soils
14. Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow
15. Estimation of wetting hydraulic conductivity function for unsaturated sandy soil
16. Prediction of the soil–water characteristic curves for the fine-grained soils with different initial void ratios
17. Theoretical method for the estimation of vapour conductivity for unsaturated soil
18. Evaluation of the Performance of the Horizontal Drain in Drainage of the Infiltrated Water from Slope Soil under Rainfall Conditions
19. Experimental investigation of the collapsibility of loess subjected to water invasion
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