| 1. | The economic benefits gained in this way can be negated by a major slope failure .
以这种方式得到的经济利益，可能被一次大的边坡破坏所抵消。 |
| 2. | Study on slope failure criterion based on strength reduction and gravity increase method
基于强度折减和重度增加的边坡破坏判据研究 |
| 3. | Research on high sideslope failure mode of badong new county town in the three gorges reservoir area
三峡库区巴东县新县城高边坡破坏模式研究 |
| 4. | In this paper , the failure mechanism of the slope in deep foundation pit is studied with stimulation test indoor
本文旨在通过室内模拟试验以研究深基坑边坡破坏的机理。 |
| 5. | First of progressive failure process of the slope through part failure , afterwards touch the extension one by one , finally come into being extensive danagerous the advancing gradually process
边坡破坏是首先从局部破坏开始，然后逐点扩展，最终产生大规模破坏的渐进过程。 |
| 6. | However , the mechanisms of similar soil slopes destroying are still unclear and the measures of reinforcing them are improper , so some hidden troubles of engineering are often brought and some resource are wasted
然而，由于对类土质边坡破坏机理的认识不够以及加固措施不力，常常会留下一些工程隐患且造成资源浪费。 |
| 7. | However , conventional investigations for determining slope failure have focused on the linear relationships among many factors , such as slope angle , slope height , material , construction , rainfall , earthquake and so on
一般而言，公路边坡破坏受到许多因子的影响，如坡度、坡高、地质材料、地质构造、土地利用、雨量及地震等等。 |
| 8. | The principle and method of probability analysis of slope failures are discussed . the probability analysis of yudonghe landslide is exemplified . and the stability function used this slope is also performed
综述了边坡破坏概率分析的基本原理和实施方法，以渔洞河滑坡为例，进行了滑坡体的破坏概率分析，并以此为基础建立了边坡稳定预测方程。 |
| 9. | For the position and the shape of slide surface , it deals with the method of cracks network simulating to count the parameters of discontinuity , and the combination of discontinuity and potential slide surface of the slope
针对岩质边坡潜在滑面的位置及具体形态等问题，利用裂隙网络模拟的方法对各结构面进行统计，确定了边坡破坏的结构面组合模式以及潜在滑面位置。 |
| 10. | In general , for the stability of side slope , we should specify a safety factor . because the work state on limiting equilibrium theory of rigid body is assumed , it ca n ' t be used to analyze the course of the rock breakage
评价边坡的稳定性，一般来说要给出一个安全系数，建立在刚体极限平衡基础上的各种方法由于其工作状态是虚拟的，因此无法分析边坡破坏的过程。 |
