1.
Study on Effects of High Concrete Gravity Dam Mechanical Properties Due to Cracking at Dam Hell;
混凝土重力高坝坝踵开裂对坝体受力性能的影响研究
2.
Research on Effects of the Dam Hell Crack of High Concrete Gravity Dam on Statics Properties of Dam Body
高混凝土重力坝坝踵开裂对坝体静力学性能影响研究
3.
Fracture Mechanical Analysis of Horizontal Crack on the Upstream Face and Heel of Gravity Dams
重力坝坝面和坝踵水平裂缝的断裂力学分析
4.
An Analysis of Horizontal Cracks on the Upstream Slope and the Heel of the Gravity Dams in Terms of Fracture Mechanics
重力坝上游坝面和坝踵水平裂缝的断裂力学分析
5.
Analysis on dam heel crack and unsymmetrical deformation of concrete arch dam
混凝土拱坝坝踵张开、不对称变形性态分析
6.
SINGULAR QUADRATIC BOUNDARY ELEMENTS AND ITS APPLI--CATION TO FRACTURE ANALYSIS AROUND THE HEEL OF GRAVITY DAMS
二次奇性边界元及其在重力坝坝踵断裂分析中的应用
7.
The Experimental Study of the Fracture Criterion and Dimensional Effect for Gravity Dam Heel on Bedrock;
岩基上重力坝坝踵断裂准则及尺寸效应试验研究
8.
Study on Effects of High Arch Dam Static and Dynamic Properties Due to Cracking
高拱坝开裂对坝体静动力性能影响研究
9.
ANSYS finite element analysis on normal stress of heel of concrete gravity dam heel
基于ANSYS有限元的混凝土重力坝坝踵正应力分析
10.
Cracking Analysis and Tensile Stress Control Method Research for Arch Dam
拱坝开裂分析及拉应力控制方法研究
11.
Shape Optimization Design of Gravity Dam Subject to Crack Constraint;
考虑开裂约束的重力坝体型优化设计
12.
Large-scale Numerical Simulation for Damage Prediction of High Arch Dams Subjected to Earthquake Shocks;
高拱坝地震损伤开裂的大型数值模拟
13.
Four major failure modes for high arch dams, namely destabilization dam lost stability failure, shearing-slipping failure, excess cracking and man-caused destruction, are presented by means of failure tree analysis.
利用故障树分析法得出了高拱坝具有失稳溃坝、剪滑垮坝、超量开裂及毁坝等4种主要失效模式。
14.
Effects of cracking of anti-seepage concrete wall on seepage stability of dam foundation
混凝土防渗墙开裂对坝基渗透稳定性的影响
15.
Analysis on Thermal Stresses and Cracking for Induced Joints of RCC Arch Dam;
碾压混凝土拱坝温度应力与诱导缝开裂分析
16.
Research on Seismic Response of Gravity Dam Considering Cracks Along the Dam-Foundation Interface;
考虑建基面开裂的重力坝地震响应研究
17.
The Formulae and Finite Element Methob of Determining the stress Intensise Factors for the Heel Notch of the Gravity Dam
确定重力坝坝踵切口应力强度因子的公式及其有限单元法
18.
The crack stress distribution of the artificial short slit along river flow direction shows regularity and exists in a limited crack area.
坝体表面人工短缝的开裂应力在顺河向的分布具有一定的规律性，且存在一个极限开裂範围。