稳定性系数

考虑爆破震动时，露天矿靠帮爆破时震动使边坡稳定性系数下降13%左右，在地下水和爆破震动联合作用下时的靠帮爆破可使边坡稳定性系数下降16%左右。

Taking blasting vibration into account , coefficient of stability will drop about 13 % while siding blasting . Combined the operations of the blasting vibration and ground water , coefficient of stability will degrade about 16 % .

实验结果为：横向抛土距离1.15m，碎土系数91%，覆土厚度稳定性系数90%。

The result of the experiment is : the distance of landscape orientation soil casting is 1.15 m , the coefficient of the broken soil is 91 % and the stability coefficient of landscape orientation soil casting is 90 % .

采用高稳系数（HSC）法，结合稳定性系数和适应性参数对1998年河南省玉米区试（套种组）15个品种进行高产稳产性综合评价。

Using the high stability coefficient , the high yield stability of 15 middle maturity maize varieties in Henan regional test was synthetically evaluated according to stability parameters and adapt parameters .

综合分析，左岸V山梁岩墙边坡开挖后的稳定性系数较高，最不利工况（暴雨+地震）为1.4888，边坡处于稳定状态。

Comprehensive analysis , the left bank of the V # ridge " rock wall " after excavation of slope stability factor of the higher , the most adverse conditions ( rain + earthquake ) as 1.4888 , the slope at steady state .

基于Hoek-Brown非线性经验强度准则和简化Bishop法，导出了节理破碎岩体边坡新的稳定性系数计算公式。

Based on the Hoek-Brown nonlinear strength criterion and simple Bishop 's method , a new computation formula of stability safety factor for the broken jointed rock slope is presented .

最后采用GEO-SLOPE软件搜索目前状态下Ⅱ区边坡的最危险滑动面并计算边坡的稳定性系数。

In addition , it search for the most dangerous slip surface of slope through the Geo-slope software under the current state and calculate the slope stability factor .

在水位下降（175～145m）且有强降雨情况下，其整体及局部稳定性系数分别为1.251、1.052～1.065，处于基本稳定状态。

Decline in water level ( 175 ~ 145m ) and there is heavy rainfall cases , the overall and local stability of the coefficients were 1.251 ~ 1.28 , 1.052 ~ 1.065 , in stable condition .

稳定性系数为隐式函数的边坡可靠度近似计算方法

Approximative method to calculate reliability of slope with stability coefficient to be implicit expression

在不同的条件下，信度可用稳定性系数或内部一致性系数来估计。

Reliability can be estimated by stability coefficient or internal consistency coefficient under various conditions .

运用遗传算法求解土钉支护结构的整体稳定性系数

The research of genetic algorithms applied to solving coefficient of integral stability of soil-nail braced structure

数字地形图上滑坡动态方向稳定性系数的计算与滑坡滑动方向的确定

Calculation of dynamic directional stability coefficient and determination of sliding direction for landslide in digital landform image

其它所有滑坡体的稳定性系数均大于安全系数，处于稳定状态。

All other slope stability factor is greater than the factor of safety and in a stable state .

以南京狮子山东南坡滑坡为例，根据不同的插值滑动面，采用普遍条分法计算滑坡稳定性系数。

On the basis of the interpolation function , the stability coefficient of landslide is calculated with the N.Janbu method .

基于超载法的理论稳定系数较接近试验情况，并且其条块间允许有拉应力的假设符合模型破坏特征，而基于强度储备法的稳定性系数与试验情况相差较大；

However , the stability coefficient on the basis of the strength reserve method is far from that from testing .

砂卵石层渗透性越大，滑坡处于低稳定状态时间越长，且形成的最小稳定性系数越小。

The larger the permeability of the under sand and gravel is , the longer the lower stability the old landslide in .

分析发现在大多数情况下，边坡滑动模式的稳定性系数计算是一个隐函数。

Under most condition , in calculation of stability coefficient of slope with various sliding model , an implicit expression was used .

利用有限元强度折减系数法求得的滑坡安全稳定性系数进行北门沟滑坡稳定性评价。

The stability assessment of Beimengou slope is achieved on the basis of the safety factor calculated by the strength reduction FEM .

对最危险滑动面随时间的变化进行研究，回归暴雨期间边坡稳定性系数&入渗时间方程式。

Studied on the change of stability factors with time and the equation between stability and time is linear regression for rainstorm .

其余不利结构面发育的岩体的稳定性系数大于1，且安全裕度较高。

The stability coefficient of the rest of the rock mass with unfavorable structure is more than 1 , and higher safety margin .

本文提出了能综合反映上述两方面影响的“等效稳定性系数法”，并推导给出了等效稳定性系数的计算式。

In order to calculate the stability coefficients of slope , the calculate format , procedure and method of Sarma method were also deduced .

结合传统的稳性计算原理，分析了在不同道路条件和绑扎方式下，货物的滑移稳定性系数与倾覆稳定性系数。

Thirdly , the cargo stability of sliding and overturning under different strengthening ways and road condition were computed according to traditional stability calculation theory .

利用极限平衡条件，获得了避免地表出现塌陷坑的矿柱安全留设尺寸及其稳定性系数表达式。

It is precondition of ground collapse pit that the expressions of obstructive ridge dimensions and the stability coefficient are obtained using the limit equilibrium conditions .

首先分析了边坡极限平衡分析方法稳定性系数计算原理，提出了其隐函数形式在可靠度分析时不能采用解析方法求解的问题。

Through studying the stability computation method of layered slope , horizontal slice of limited equilibrium method regarded high fill failure surface as broken line was put forward .

土中渗透力使隧道开挖面稳定性系数减小，但盾构压力舱内的泥水压力有利于隧道正面的稳定。

The stability factor of tunnel face decreases due to the existence of seepage forces , but the slurry pressure in the shield cabinet benefits the face stability .

根据文章中建立的边坡稳定性系数与地下水位之间的关系，可作出边坡稳定性的动态预报。

Based on the relation of slope stability coefficient with the groundwater table established in this paper , we can make the dynamic forecast of the slope stability .

本文对某岸坡进行非线性有限元接触分析，计算表明，与传统刚体极限平衡法计算的稳定性系数很接近，而且有助于对滑体破坏的机制的理解。

In this paper , some reservoir slope nonlinear contact analysis was made and the calculation results showed that it accorded well to the traditional grid limit equilibrium method .

在该方法中，采用郎畏勒分析模式的稳定性系数隐式计算方法取代经典响应面方法的有限元数值模拟计算；

In the improved response surface method , calculation method of implicit stability coefficient of random sliding surface model replaced the finite element method of classical response surface model .

实例分析结果表明，库水位下降过程中稳定性系数会出现极小值，库水位下降速度越大，稳定性系数极小值越小，出现极小值的时刻也越早。

The result shows that the bigger the fall speed is , the least the minimum value of the stability coefficient is , and the earlier the value comes .

斜坡路基降雨入渗模型评价表明，斜坡路基的最小稳定性系数不是出现在降雨刚结束时刻，而出现在降雨结束后2天左右。

The evaluation result indicates the lowest stability coefficient of roadbed slope do not occur the time which the rain just stops , while in two days later . 5 .

采用有限元法计算该滑坡在天然与地震两种条件下的稳定性系数分别为114和11，可以认为滑坡在两种条件下的稳定性较好。

The stability coefficients of landside were 1.14 and 1.10 in nature and earthquake conditions by finite-element method , and these results proved that the landside was stable in these two conditions .