1.
Joint surfaces of the columns do not show slickensides or any evidence of movement.
柱状节理面上未见断层擦痕或任何移动的证据。
2.
The Columnar Jointing in Cretaceous Clastic Rocks and the Rotation of Rift Shoulder in Sudan
苏丹白垩纪碎屑岩中的柱状节理与裂谷肩旋转
3.
A Study of Structure and Structural Plane Fractal of Basalt Rock Mass with columnar joints
柱状节理玄武岩岩体结构与结构面的分形研究
4.
RESEARCH ON ANISOTROPIC CHARACTERISTICS AND SIZE EFFECT OF COLUMNAR JOINTED ROCK MASS
柱状节理岩体各向异性特性及尺寸效应研究
5.
SIZE EFFECT ON SHEAR STRENGTH OF BASALT ROCK MASS WITH COLUMNAR JOINTS
柱状节理玄武岩体抗剪强度参数尺寸效应研究
6.
SIMULATION OF COMPRESSIVE FAILURE PROCESS OF COLUMNAR JOINTED ROCK MASS AND ITS FAILURE MECHANISM ANALYSIS
柱状节理岩体压缩破坏过程模拟及机制分析
7.
Study about the Deformation Properties of the Columnar Joints Basalts for the Foundation of the High Arch Dam of Baihetan Hydropower Station Jinsha River;
金沙江白鹤滩水电站高拱坝坝基柱状节理玄武岩变形特性研究
8.
Baihe Jinsha River Hydropower Station Columnar Joints Basalts Rockmass Structural and Quality Classification;
金沙江白鹤滩水电站柱状节理玄武岩岩体结构及质量分级研究
9.
STRENGTH ESTIMATION OF COLUMNAR JOINTED BASALTIC MASS BASED ON GEOLOGICAL STRENGTH INDEX
基于地质强度指标法的柱状节理玄武岩体力学强度估计
10.
"Columnar" joint blocks are formed by two sets of joints.
“长柱状”节理块是由两组节理组成。
11.
Hysteretic Behavior on the Strengthen of Beam-to-column Joint in Column-tree Moment-resisting Frame;
树状柱钢框架中梁柱连接节点加强的滞回性能
12.
Ankylosing spondylitis involves hip joint showed the articular surface of acetabulum like serration or brush;
强直性脊柱炎累及髋关节表现为髋臼关节面锯齿状或毛刷状破坏;
13.
The analysis of stress mechanism and failure modes of specially shaped column joints
异形柱节点受力机理与破坏形式浅析
14.
Influence of Steel Column-Tree Joint Design Method on Aseismic Behavior
拼接设计方法对树状柱节点抗震性能的影响
15.
Investigation of experimental methods used in measuring steel beam-to-column joint rotation
钢框架梁柱节点转角测试技术现状研究
16.
Theoretical Simulation and Experimental Studies of Column Vegetables during Vacuum Cooling;
柱状蔬菜真空预冷的理论与实验研究
17.
Theory Studies on the Behaviors of Beam-Column Connections with Beam-End Horizontal Haunch;
梁端翼缘扩大型梁柱节点受力性能理论分析
18.
Study on the Mechanism and Calculating Method of Prying Action in End Plate of Beam-column Connection;
梁柱节点端板撬力作用机理及计算方法研究