1.
Numerical Analysis and Model Test of Earth Pressure on Rigid Retaining Wall in High-Speed Railway;
高速铁路刚性挡土墙土压力模型试验与数值分析
2.
The earth pressure computation model on rigid retaining walls with the translational movement
刚性挡土墙平移时的土压力计算模型
3.
CENTRIFUGE MODEL EXPERIMENTAL STUDY ON ACTIVE EARTH PRESSURE OF ANISOTROPY SANDY SOILS
各向异性砂土主动土压力的离心模型试验研究
4.
Experimental Research on Dynamic Rupture of RCC Gravity Dam
碾压混凝土重力坝动力模型破坏试验研究
5.
DETERMINATION OF COEFFICIENT OF EARTH PRESSURE AT REST FOR COHESIONLESS SOIL BY USING STRESS VECTOR-BASED CONSTITUTIVE MODEL
用应力矢量本构模型确定无粘性土的静止土压力系数
6.
On the Calculating Model of Soil Pressure Based on the Experimental Conclusion;
一种根据实验结论的土压力计算模型的探讨
7.
Experimental Study of RCC Gravity Dam Strengthened with Steel Reinforcement in Monolith for Seismic Resistance
碾压混凝土重力坝抗震措施模型试验研究
8.
MODIFICATION OF FIP STRUT-AND-TIE MODEL FOR DESIGN OF INTERIOR ANCHORAGE ZONES OF POST-TENSIONED CONCRETE STRUCTURES
预应力混凝土内部锚固区拉压杆模型的修正
9.
Model test study of earth pressure on support structure
支撑式支护结构上土压力的模型试验研究
10.
Dynamic model and analysis of vibratory roller-soil system
振动压路机——土壤系统动力学模型及分析
11.
Creep computation module of self-stressing concrete-filled steel tube under axial load
钢管自应力混凝土轴压柱的徐变计算模型
12.
Stress-strain model of FRP-confined circular column subjected to axial compression
轴心受压FRP约束圆形混凝土柱应力-应变模型
13.
Nonparametric fitting model for determining soil preconsolidation pressure
确定土体前期固结压力的非参数化拟合模型
14.
On the model of the stress and strain of axially loaded concrete square cylinder confined with FRP restrain
FRP约束轴心受压混凝土方柱应力—应变模型
15.
A plastic constitutive model for concrete with zero value of initial yield stress under triaxial compressive loading condition
零屈服应力下混凝土三轴受压塑性模型
16.
Application of soil pressure model considering deformation in the simulations on the braced system in excavation
考虑变形的土压力计算模型在基坑支护体系模拟中的应用
17.
PREDICTION OF SHEAR STRENGTH OF STEEL TRUSS REINFORCED CONCRETE DEEP BEAMS BASED ON SOFTENED STRUT-AND-TIE MODEL
基于软化拉-压杆模型内置钢构架型钢混凝土深梁受剪承载力预测
18.
To analyze the variation of the parameters of the soil, the mechanical model and numerical method of the explosion compacting the cushion and soil are established.
为了分析爆炸挤压后土体参数的变化规律，建立了爆炸挤压垫层和粘土的力学模型及数值方法。