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- safety factor against sliding and its criterion 抗滑安全系数及其判据
- safety factor against sliding 抗滑安全系数
- safety factor against shear failure 抗剪破坏安全系数
- FINITE ELEMENT ITERATION METHOD FOR STABILITY SAFETY FACTOR OF SLOPES AGAINST SLIDING 边坡抗滑稳定安全系数的有限元迭代解法
- Discussion on the rigid body limit equilibrium methods--A probe of the criterion of the gravity dam safety factor against deep sliding stability analysis in the dam foundation 浅析刚体极限平衡法--探讨重力坝深层抗滑稳定的安全判据
- Pedal board: Guards against slide the design. 脚踏板:防滑式设计。
- Jet plan with highest safety factor. 安全系数最高的飞机。
- Partial safety factor for action. 所采用的一种可变作用代表值。
- Partial safety factor for property of material. 规定质量的材料性能的概率分布的某一分位数确定,亦称特征值。
- Price benefits, high safety factor. 价格实惠，安全系数高。
- Platform footboard: Guards against slide the design. 平台踏板:防滑式设计。
- factor of safety against sliding 抗滑安全系数
- The reverse probing was carried out by using the expending method of critical sliding field, and the result show that both the safety factor and the optimum slope angle of waste-dump can be obtained. 再应用临界滑移场技术的扩展方法进行反向搜寻，不仅可以得到排土场边坡的安全系数，还能求得边坡的最佳设计坡角。
- There is no safety factor included in the numbers shown on these charts. 这些表各种的数据并没有考虑安全因素。
- And the influence to the reliability index is done as well as the condensational force against sliding and the friction coefficient correlation. 以及考虑抗滑凝聚力与摩擦系数相关时,对可靠指标的影响。
- The interaction of hazard factor and safety factor creates the risk level. 风险的等级是由危险因素和安全因素的相互作用而产生的。
- MIYUKI TAKAHASHI (JAPAN No. 5): "Our serve reception is always the key factor against China, and today we did not do so good. 高桥美雪（日本5号）：我们的接发球对于和中国队的比赛中总是最关键的因素，然而我们今天做的不好。
- MIYUKI TAKAHASHI (JAPAN No. 5): "Our serve reception is always the key factor against China, and today we did not do so good. 高桥美雪（日本5号）：我们的接发球对于和中国队的比赛中总是最关键的因素，然而我们今天做的不好。
- The paper introduces the project general arrangement, the selection of dam boy shape, the stress analysis, the stability against sliding of dam abutment and the foundation treatment. 文章介绍了工程总体布置、大坝体型选择、应力分析、坝肩抗滑稳定和基础处理。
- The shape of cross section of gravity dams under basic loads was optimized from an initial quadrilateral region with the stability of dam bodies against sliding and the tensile stress in dam heels taken as restraints. 以四边形为初始域，以重力坝的稳定和坝踵拉应力为约束条件，对基本荷载作用下的重力坝基本断面形状进行优化。
