1、

The characteristics of value and lifestyle can be reflected by seven factors including show-off factor, family factor, personality factor, career factor, stability factor, investment factor and enjoyment factor.

研究认为,价值与生活方式的特征可以由炫耀因子、家庭因子、个性因子、事业因子、稳定因子、投资因子、享乐因子等7类因子体现。

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2、

Finally, the size of the deck was optimized in detail by the commercial software ANSYS. 5. Taking an aluminum alloy footbridge as the engineering background, the stiffness, natural frequency and stability factor of the aluminum alloy footbridge were analysed.

最后应用ANSYS商业软件对铝合金主梁断面的细部尺寸进行了优化分析。5.以一座铝合金人行桥为工程背景,计算了铝合金人行桥的刚度、自振频率和特征屈曲系数。

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3、

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

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。

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4、

Replacement of expansive soil slope influenced by the rainfall can be seen through the software simulation, slope stability factor is relatively high, which can also explain the replacement is also an important measure to prevent slope failure.

经过软件的模拟可以看出膨胀土边坡换填后经降雨影响,边坡的稳定系数比较高,这也能说明换填也是防止边坡失稳的重要措施。

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5、

An analysis is made of seepage forces around shield under river by finite differential method and the stability factor of workface with regard to seepage effects is deduced.

基于地下渗流基本方程,采用有限差分法对江底隧道盾构施工中产生的周边渗透力进行了分析,并推导了渗流条件下盾构正面稳定的判别公式。

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6、

Effect of cohesion on evaluating slope stability factor of safety by DDA method

DDA法计算边坡安全系数的黏聚力影响分析

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7、

Combining with an engineering example, the dynamic stability factor of the slope was calculated through the pseudo-static method, dynamical finite element slope safety factor time history methods and complete dynamic analysis method.

结合一工程实例,分别用拟静力法、有限元安全系数时程分析法和完全动力分析法求解边坡的动力安全系数,根据计算结果提出了几种合理的评价边坡动力稳定性的方法。

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8、

Hybrid Algorithm of Slope Stability Factor

确定边坡最小安全系数的混合优化方法

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9、

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.

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。

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10、

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.

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。

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11、

The theoretical calculations weight of wave dissipation block is not enough According to the conclusion of physical model test. Block stability factor in the theoretical calculations need to be reduced.

采用物理模型试验,验证了所依托工程的消浪块体的理论计算稳定重量偏于危险,需要适当降低理论计算中的块体稳定系数。

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12、

When the in-plane stability of such arch is in control of the bridge design, Transverse wind load has a little influence on the stability factor and ultimate load carrying capacity.

当此类拱桥出现面内稳定控制设计时,横向风载的作用对拱桥的稳定系数和极限承载力影响较小。

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13、

Formulas of stability factor of the two segments by equilibrium of forces and equilibrium of moment could be set up respectively.

可以将坡体土分为两部分,分别按照力的平衡和力矩平衡建立稳定系数计算公式,联立即可解得稳定系数。

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14、

The determination of the critical slip surface and the corresponding stability factor.

最危险滑动面及其稳定系数的确定。

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16、

The testing results show that the calculation by the model almost reaches the practical stability factor of the slope, and the prediction is also coincident with the practical situation.

测试结果表明,该模型计算结果与边坡实际稳定系数十分接近,对边坡稳定性的预测结果也与实际相符。

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17、

Evaluation of Slope Stability Factor Based on Cellular Ant Algorithm

基于元胞蚂蚁算法边坡安全系数计算

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18、

The stability factor of retaining walls is analyzed with the finite element and slip circle method, which is based on the results obtained by static and dynamic FEM.

根据分析所得的动、静应力分量,采用有限元与圆弧滑动法相结合的有限元一圆弧法,分析了挡土墙的抗滑稳定性。

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19、

The calculation indicates that the variation of slope stability factor is the same from two methods, but calculation values from SM are greater than those from FEM, which suggests the principle presupposition of SM is different from practices.

计算结果表明两种计算方法得到的滑坡稳定系数规律相同,但条分法计算值一般大于有限元值,反映出条分法中部分基本假设与实际情况存在一定差异。

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20、

the determinations obtained with different amount of n-octane added to vary the foam stability show that a good linear relationship exists between the foam stability factor and the interfacial elasticity modulus, e, or the foam deformability, for n2/ bs-12 foam.

加入不同量正辛烷改变N2气/BS-12泡沫的稳定性,求得泡沫稳定系数与界面弹性模量E(即泡沫变形能力)之间有良好的线性关系。图11参8。

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