The rock mechanical test results obtained in calendar years are summarized, and analysed from tests and geological conditions.
对历年岩石力学试验成果进行了汇总，并根据试验和地质条件进行了分析整理。
On this basis, the triaxial compressive test of coal sample is done using MTS815 servo-controlled rock mechanical test system.
采用MTS815岩石伺服试验系统进行了煤样三轴压缩试验。
Besides, coal mechanical parameters as limit strength and failure style between loading and unloading test have been compared. These conclusions have a plenty for rock mechanics.
将卸载试验与常规三轴加载试验的极限强度、破坏方式等力学参数进行对比，试验结论丰富了卸载岩石力学内容。
Then test scheme has been designed to simulate rock mechanical behaviors under the altering pore pressure of high - pressure oil and gas reservoir according to the geological structure.
然后根据高压油气藏地质构造特征，设计模拟高压油气藏内部孔隙压力变化条件下岩石力学特性测试的方案。
Based on the similarity theory, a mechanical model of consequent rock slope is established. The design idea and method of the explosion model test are introduced.
基于相似理论建立顺层岩质边坡力学模型，并介绍爆炸模型试验的设计思路及试验方法。
The test results provided references for the researches on mechanical parameters of rock mass and the stability analysis of underground chambers.
测试成果为进一步的岩体力学参数研究和地下洞室稳定性分析提供了参考 依据。
These test analysis results provide important basis for revealing changing laws of mechanical parameters of dam zone rock mass.
这些试验分析结果为有效揭示坝区岩体力学参数的变化规律提供了重要依据。
The rock mass physical and mechanical parameters, which are necessary to evaluate the rock mass integrity and strengthen the scarp rock mass of big Buddha, are obtained with elastic wave test method.
对晋阳西山大佛所在陡崖岩体进行弹性波检测，获得评价该岩体完整性所必须的岩体物理力学性质参数，这些参数也是大佛陡崖岩体加固设计所必需的。
The rock mass physical and mechanical parameters, which are necessary to evaluate the rock mass integrity and strengthen the scarp rock mass of big Buddha, are obtained with elastic wave test method.
对晋阳西山大佛所在陡崖岩体进行弹性波检测，获得评价该岩体完整性所必须的岩体物理力学性质参数，这些参数也是大佛陡崖岩体加固设计所必需的。
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