failure line造句

• The conceptions of shear failure line and desiccation hole zone have been put forward definitely , then the construction technics causation have been confirmed to be the predominant factor which cause the failure of ground
  明确提出剪切破坏线和失水空洞区的概念，确定出引发地表塌陷的主导因素为施工工艺原因。
• The main problems widely seen in the previous studies are ( 1 ) inadequate modeling of initially anisotropically consolidated soil and ( 2 ) numerical vulnerability associated with the stress path in the vicinity of the failure line
  以前模型普遍存在的问题有： ( 1 )不能模拟初始偏压固结的情况； ( 2 )当应力路径接近破坏线时数值稳定性差。
• Combined with code for design of building foundation and code for foundation treatment ( in china ) these two methods are replenished here . 6 . this paper deduced the formula of ultimate bearing capacity based on the principle of limit equilibrium and the formula of determining the length of reinforcement based on equilibrium of anchoring segment outside shear failure lines by analyzing two limit equilibrium modes , those are limit breaking and pullout of reinforcement
  ( 8 )三维土工格室的承载力计算公式相当缺乏，论文中指出r . m . koeme :提出的土工格室承载力计算公式不符合力的平衡原理，并推导出土工格室加筋地基承载力的改进公式，用算例比较了有无土工格室加筋的效果。
• 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。