1、

When the slope ratio is 1 ∶ 2.0, the safety factor is 1.07, the slope is stable.

而坡率为1∶2时,稳定系数为1.07,处于稳定状态。

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2、

Slope safety factor by methods of particle flow code strength reduction and gravity increase

颗粒流强度折减法和重力增加法的边坡安全系数研究

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3、

To unknown slip surface slope, ascertaining the location of the critical slip surface is the key problem in the process calculating the slope stability safety factor by traditional methods.

对未知滑动面边坡,临界滑动面位置的确定是传统计算边坡稳定安全系数方法中的关键问题。

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4、

Formula for computing safety factor of slope stability while pile driving has been deduced based on the arc sliding theory, with corresponding calculation program promoted, which has provided the theory foundation and computing method for slope stability in practical project.

在圆弧滑动理论的基础上推导出打桩作用下岸坡稳定安全系数的计算公式,并编制了相应的计算程序,为实际工程中打桩时岸坡稳定性计算提供理论依据和计算方法。

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5、

The test pressure coefficient and safety factor are searched for thin-wall vessels with minimum virgin reliability of burst strength in different working conditions.

从控制薄壁内压容器在不同工况下最小初始可靠度的角度,对其试验压力系数与安全系数进行了探索。

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6、

The relationship between the safety factor of slope and saturation-area ratio of slope-mass follows linear distribution, in which the safety factor of slope reduces with increase of the saturation-area ratio of slope mass.

边坡稳定系数与坡体饱水面积比的关系服从线性分布,边坡稳定系数随坡体饱水面积比的增大而减小;

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7、

The3 times safety factor of the recommended load to the test load ensures optimal working conditions.

推荐负载安全系数为3,确保最佳的工作条件。

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8、

Today, the economic situation is not clear, the world economy downside risks remaining, the structure of foreign exchange reserve currency should firstly consider the safety factor.

在当今世界经济下行风险依然存在的前提下,外汇储备币种结构的配置应当首先考虑安全性因素。

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9、

Analysis result shows: the resist slippage safety factor of gravity dam is greater than allowable safety factor.

分析结果表明:重力坝的抗滑安全系数大于许用安全系数。

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10、

The article discusses key technologies in data link, including upstream access mechanism, ranging and protocol compatibility according as constituted draft by IEEE EFM, and it analyses safety factor of EPON.

依据IEEE EFM制定的草案,讨论了数据链路层的关键技术,包括上行信道接入机制、测距技术和协议兼容性问题。同时对EPON的安全问题也进行了分析。

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11、

Furthermore, with improved limit equilibrium method and strength reduction technique, the influence of dynamic seismic coefficient upon slope safety factor and critical slide surface of high earth and rockfill dams is analyzed.

然后利用改进的极限平衡法和强度折减法分析了地震动态分布系数对高土石坝坝坡抗震安全系数和临界滑动面的影响。

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12、

This paper proposes the finite element iteration method for stability safety factor of the known sliding surface.

本文提出了在滑动面已知条件下的边坡抗滑稳定安全系数的弹塑性有限元迭代解法。

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13、

The differences of safety factor quantity, slip surface shape and location between stability method based on slip surface FE stress and shear strength reduction method are compared and studied.

比较研究滑面应力分析法与强度折减法在安全系数大小及滑动面形状和位置的差异。

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14、

A study on determination methods of critical slip surface and minimum safety factor

边坡监界滑动面及其最小安全系数确定方法之研究

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15、

Space distribution of safety factor of foundation pit

深基坑安全系数的空间分布

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16、

( 3) The strength reduction method based on FLAC can be adopted to analyze the stability of soil nailing wall, calculate the safety factor, and predict the sliding plane position when the wall is ruined.

采用基于FLAC的强度折减法可以对土钉墙进行稳定性分析,得到安全系数以及发生破坏时的滑移面位置。

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17、

Finite element iteration method for stability safety factor of known sliding surface

已知滑动面边坡稳定安全系数的有限元迭代解法

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18、

Using static balance method of slide body, normal force on slip circle and safety factor of resistant heave stability can be calculated, and the analysing method is verified by the practical engineering example.

提出了采用滑动体整体静力平衡的方法,确定滑裂面上的法向力和抗隆起安全系数,并以工程实例加以验证。

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19、

The change of the geotechnical deformation parameters has a great influence on the potential slip curves ( surfaces), and has a little influence on the shape, position and average stability safety factor of the most dangerous potential slip curve ( surface).

岩土的变形参数变化对潜在滑移线(面)的形状影响较大,而对边坡最危险潜在滑移线(面)的形状、位置及平均稳定安全系数影响不大;

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20、

After detailed analysis, had geted the district slope safety factor.

经过具体分析计算,得到各区边坡安全系数。

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