English translation for "土压力系数"

coefficient of earth pressure
coefficient of eauth pressure
earth pressure coefficient

Example Sentences:

	1.	Coefficient of passive earth pressure 被动土压力系数
	2.	Coefficient of earth pressur at rest 静止土压力系数
	3.	Coefficient of active earth pressure 主动土压力系数
	4.	Expressions of coefficients of lateral earth pressure for unsaturated soils considering change of volume mass 考虑体积质量变化时非饱和土的土压力系数
	5.	Abstract : the paper makes cliscussion on the problem of how to select the following computing indices : modulus , static earthpressre coefficient , strength from the excavation unloading projects computations . also it gives a large amount of data , examples and proofs 文摘:该文对开挖卸荷工程计算中所得到的模量、静止土压力系数、强度等计算指标的选取问题进行探讨，并给出了大量的数据例证。
	6.	Abstract : on the basis of general principles of mechanics and critical state soil mechanics theory , a theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil is derived by means of combining hypoplasticity with critical state soil mechanics . the formula has a simple form and is only related to the effective angle of internal friction of soil . there is a slight difference between the calculated value of the formula and that of other formulae . the further investigation of the formula shows that it can be used to determine the coefficient of earth pressure at rest of cohesionless soil 文摘:在满足一般力学原理和临界状态土力学理论的基础上，本文将亚塑性理论与临界状态土力学相结合，推出了一个计算无粘性土静止土压力系数的理论公式.该公式形式简单，仅与土的有效内摩擦角有关，其计算结果与常见的多个经验公式的计算结果只有微小的差别.文中讨论结果表明，该公式可用于确定无粘性土的静止土压力系数
	7.	The authors suggest : the internal force ' s value is rational if the coefficient of lateral resistant force is one - forth to one - sixth of tests value , or the coefficient of lateral soil pressure is bigger than the coefficient of earth pressure at rest , or the lateral resistant force is computed together with the lateral earth pressure 提出如将抗力系数取?实验值1 / 4到1 / 6 ，或土压力系数稍高于静止土压力系数，将侧向抗力和侧向土压力综合?虑，内力计算结果将是合理的。
	8.	The condition of water pressure acting on the both sides of cement - soil retaining wall is researched by computing the seepage field around the wall . it is illustrated that the coefficient of water pressure , which isn ' t constant along the height , is affected seriously by some factors , e . g . , the distribution and relative hydraulic permeability of the soil beside the wall , the hydraulic permeability of its foundation , and the buried depth of the impervious layer . as a whole , the lateral pressure acting on the wall based on seepage is always smaller than that without regard to seepage in the non - excavated zone . moreover , the pressure based on seepage is greater than that without regard to seepage in the excavated zone if the coefficient of passive pressure is smaller than 1 . 176 . this case is of great advantage to the stability of the wall 通过计算水泥土挡土墙周围的渗流场，研究了墙侧水压力的变化规律.结果表明：水压力系数沿高程并非常数，且受到墙侧土层分布及其相对透水性、墙基土的透水性和下卧不透水层埋深等因素的严重影响.总体来说，考虑渗流时墙后的侧压力总小于不考虑渗流时的相应值，且当墙前的被动土压力系数较小时，考虑渗流时该侧的侧压力则大于不考虑渗流时的相应值，因此，这种情况有利于挡土墙的稳定

Similar Words：

"土压力理论" English translation, "土压力量测" English translation, "土压力泡" English translation, "土压力谈弹性平衡状态" English translation, "土压力土压力" English translation, "土压力线" English translation, "土压力楔" English translation, "土压力楔体理论" English translation, "土压力楔形体" English translation, "土压力主动土压力" English translation