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- The finite element numerical simulation in classical response surface method was substituted by iterative calculation of implicit stability coefficient of slope in Sarma model. 这些因素都存在不确定性,为了考虑这些不确定性,引进了以概率统计为手段的可靠度分析方法。
- stability coefficient of slope 边坡稳定性系数
- The discriminant equations of the stability and the stability coefficient of shaft was obtained through theoretical deduction and procedure. 该模型考虑了井壁分段数、节间连接刚度、井壁刚度分布以及井壁荷载分布等影响井壁整体稳定性的因素。
- The conventional calculation method of stability coefficient of resisting capsizing to cement-soil retaining wall is analyzed and soma defects are indicated. 分析传统的水泥土挡墙抗倾覆稳定性的验算方法,指出其存在的缺陷; 探讨挡土墙倾覆破坏的机理;
- In numerical calculations, the effects of rainfall pattern, rainfall intensity, coefficient of permeability and shape of slope layer to the development of subsurface flow are examined. 讨论了降雨的方式,降雨的强度,渗透系数以及斜坡地层的形状对地下水流进展过程的影响。
- From the point of structure design, a new reasonable calculation method of stability coefficient of resisting capsizing is put forward based on the principle of terminal state. 从结构设计的角度出发,按照极限状态的原理推导出一种改进的水泥土挡墙抗倾覆稳定系数的计算方法,该方法不仅克服了传统方法抗倾覆稳定安全系数会随着挡墙嵌固深度的增大反而减小的缺陷,还能反映出地基土的软硬程度对挡墙抗倾覆稳定性的影响规律;
- The most dangerous sliding surface and the corresponding minimum stability coefficient of the deep excavations can be determined by using Equa-Arc algorithm. 基于圆弧滑动面假定,提出了一种用自适应遗传算法搜索最危险滑动面及其对应的最小安全系数的新方法。
- stress release coefficient of slope excavation 边坡开挖应力释放系数
- Approximative method to calculate reliability of slope with stability coefficient to be implicit expression 稳定性系数为隐式函数的边坡可靠度近似计算方法
- The correlation coefficients of slope gradient with clay particle, organic matter and total N in sediment were -0.9832, -0.9395 and -0.8146 , respectively. 坡度与侵蚀泥沙粘粒、有机质和全氮的富集率的相关系数分别为 -0 .;983 2、-0
- stability coefficient of heavy minerals 重矿物稳定系数
- stability coefficient of the foundation 稳定性系数
- The purpose of this study is to investigate the effect of wave overtopping on wave overtopping rate and reflection coefficient of sloping faced breakwaters. 中文摘要本文依循黄&张(2001)的方法,建立越波时斜面堤越波量及反射率之计算模式。
- Water has a variable coefficient of expansion. 水的膨胀系数是可变的。
- In this case there is no background experience of slope behaviour. 在这种情况下,没有关于边坡行为的实际体验。
- The function and history of slope vegetation is stated. 阐述了植被护坡的功能和发展历史。
- Water is variable in coefficient of expansion. 水的膨胀系数是可变的。
- Based on the study of the law of slope displacement a hybrid T.S. 根据对边坡变形规律的研究,建立了边坡位移序列的叠合时序模型。
- Functional coefficient of biological cycle: FCBC. 生物循环功能系数。
- Soft rope pile is a new style of slope supporting piles. 柔索桩是一种新型的护坡桩。