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不排水试验的英文

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"不排水试验"怎么读用"不排水试验"造句

英文翻译手机手机版

  • undrained test

例句与用法

  • Unconsolidated - undrained triaxial test
    室内土工试验不固结不排水试验
  • Consolidated undrained triaxial test
    室内土工试验固结不排水试验
  • K0 consolidated undrained test
    固结不排水试验
  • In this paper , some present experimental methods of shear strength parameters are briefly described and the shortcomings of them are pointed out . then in order to obtain the right shear strength parameters for design of deep pit excavation , the author did a lot of normal tri - axial cu experiments and tri - axial cu tests that can simulate the actual process of excavation using soil sample of different depth
    本论文首先介绍了现有一些确定土体抗剪强度指标的方法及其适用范围并指出不足,然后从正确确定适合基坑设计中土体抗剪强度指标的角度出发,对不同深度下各层土体分别进行常规三轴固结不排水试验和模拟深基坑开挖过程应力路径的固结不排水卸荷试验。
  • Some problems from the principal stress axis rotation experiment with hollow cylinder apparatus are analyzed in detail herein ; which consists of three aspects , such as the preparation of the hollow cylinder sample and the acquisition of the isotropic one ; the estimation and elimination of the size effect and the end effect in the experiment ; and the membrane penetration effect on both the drained and the undrained tests results , etc
    摘要详细分析了采用空心圆柱仪进行主应力轴旋转试验遇到的若干问题,主要包括三个方面:空心圆柱试样制备及各向同性试样的获得;试验中尺寸效应、端部效应的考虑与消除;空心试样膜嵌入效应对排水、不排水试验结果的影响等。
  • Saturated sand are testes in the laboratory under the undrained cyclic loading condition with static - dynamic dual purpose triaxial compression test apparatus , which is designed under the cooperation of hohai university and marui co . ltd japan . the results indicate that the stress path approaches from a initial stress point to the failure lines as cyclic loading goes on , and eventually converges on a certain limiting stress path in the vicinity of the failure lines . the stress - strain curve , however , does not converge on a closed hystersis loop ; the shear strain rapidly increases in looser sand or gradually and continually increases in denser sand
    利用河海大学与日本圆井株式会社共同研制的新型的多功能静动三轴仪进行了饱和砂土循环扭剪不排水试验,研究表明,对于松砂,剪应变幅度快速地由微小增加到百分之几甚至百分之十几,对于紧砂,剪应变幅度逐渐地由微小增加到百分之几甚至百分之十几;经试验初步研究表明用初始有效平均正应力归一化的有效应力路径很好的一致性。
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