固结排水三轴压缩试验 consolidated drained triaxial compression test
不固结不排水三轴试验 unconsolidated-undrained triaxial test
固结排水三轴试验 consolidated-drained triaxial test
固结不排水三轴试验 consolidated-undrained triaxial test
又通过全自动应力路径三轴试验,分析了其他因素对固结试验的影响。
Besides, the effects of other factors on the consolidation test are analyzed by automatic stress-path controlled triaxial tests.
建立了初始切线模量与围压、超固结比、初始孔隙比之间的关系式,并通过三轴试验进行验证。
The relations between initial tangential modulus, confining pressure, over-consolidation ratio and initial void ratio were deduced, and were proved through triaxial compression test.
通过室内三轴试验测定出上海粘土的正常固结线、临界状态线及天然强度线,并给出各线的表达式。
The normal consolidation line, the critical state line and the strength envelope line are determined from the laboratory tests, and equations of these lines are given.
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