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1)  joint straight shear test
结构面直剪试验
1.
During the joint straight shear test of the rock, the relationship between power rate and number of acoustic emission events in case of failure of joints is studied.
通过岩石结构面直剪试验中声发射特性的研究 ,总结了结构面破坏过程中声发射事件数和能率的基本规律 ,发现用能率这一系数更容易判别岩石变形与破坏各阶段。
2)  straight shear test of joint
结构面直剪实验
3)  shear test of discontinual plane
结构面剪切试验
1.
The tests include uni-compression strength test, uni-compression deformation test, trixlal compression test and shear test of discontinual plane.
以支井河特大桥锚碇区岩体为试验对象,进行了岩石力学性质试验,包括单轴压缩强度试验、单轴压缩变形、三轴应力应变全过程试验、结构面剪切试验,并对试验结果进行了分析,从而为整个山体稳定性评价提供了依据。
4)  shear strength experiment of rock mass structural planes
岩体结构面抗剪试验
5)  direct shear test
直剪试验
1.
Advances in research of rock masses containing discontinuous joints in direct shear test;
非贯通节理岩体直剪试验研究进展
2.
Effect of effective shearing area on result of direct shear tests;
有效剪切面积对直剪试验结果的影响分析
3.
Research on direct shear test and pullout test between clay and geotextile;
粘土与筋带直剪试验与拉拔试验对比分析
6)  direct-shear test
直剪试验
1.
Investigation on reinforcement-sand-clay layer system using direct-shear test;
筋带-砂-粘土层状体系直剪试验研究(英文)
2.
In this paper,systematic direct-shear tests in large direct-shear apparatus were carried out for the clay reinforced by geobelt under different normal stresses and water contents.
通过对黏土与聚丙烯土工带在不同含水率下进行了不同法向荷载作用的直剪试验,讨论了法向应力、含水率对高液限黏土与筋带之间剪切特性的影响。
3.
In order to determine the stress-strain relations and performance parameters of graded soil during the simulation analysis of vibration drum and soil model,the dynamic triaxial and direct-shear tests are performed on graded soil to analyze its strength parameters and the stress-strain relationship.
为了确定振动压实仿真分析时土壤的本构关系(应力-应变关系)及性能参数,对级配土的动三轴试验数据和直剪试验数据进行回归分析,研究了级配土的强度参数和应力-应变关系。
补充资料:剪直
1.径直;直捷。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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