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1)  large in-situ shear test
推剪试验
1.
By means of large in-situ shear tests in gravel backfill soils, satisfaction results have been acquired, also parallel FE numerical simulat.
本文通过碾压碎石回填土中进行的现场大型推剪试验, 采用数值方法对试验过程进行数值模拟对比研究, 深入揭示现场推剪试验过程的内部机理和土体受剪变化的关系。
2)  Horizontal push-shear test
水平推剪试验
1.
Application of 3D limit-equilibrium method for in-situ horizontal push-shear test;
三维极限平衡法在原位水平推剪试验中的应用
2.
In order to gain reliable values of the strength parameters,an average sliding surface was put forward in calculation through in-situ horizontal push-shear test.
以虎跳峡龙蟠右岸地区分布的土石混合体为依托,对土石混合体在浸水条件下的力学响应进行了大型原位水平推剪试验,取得一些成果。
3)  in-situ direct-shear test
水平原位推剪试验
4)  horizonal push-shear in-situ test
现场水平推剪试验
5)  shear test
剪切试验
1.
Analysis of landslide mechanism from shear test;
从剪切试验分析滑坡机理
2.
Lots of tests show that the cohesion of rock measured from a triaxial test is always greater than that from shear test.
大量的试验结果表明 ,由三轴试验测得的岩石凝聚力总是大于剪切试验的结果 ,本文分别从岩石强度理论及实验方法的角度分析了产生这种误差的原因 ,建议今后在给出岩石(煤 )的凝聚力和内摩擦角时应标明是由何种试验方式所测得的。
3.
Selection of the highstrength bolts,determination of fastening torque values,quality checking of bolts,and shear tests of bolts are illuminated based on the design of the iron tower.
结合大跨越铁塔设计,对高强度螺栓的选择、紧固扭矩值的确定、螺栓的质量检验、螺栓的剪切试验等情况作了论述。
6)  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
补充资料:推三推四
1.同"推三阻四"。
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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