| 1. | Colluvial deposits at the foot of valley slopes usually affect only narrow strips of valley bottom .
河谷坡脚处的崩积体通常只影响到谷底较窄的地带。 |
| 2. | The lowest part , as of an embankment or a dam
坡脚最底下的部分，如堤防或坝的 |
| 3. | Control of slide of slope angle adn fluid of waste hill
矸石山矸石流及坡脚滑移控制 |
| 4. | Diachronic changes of the communication function of tujia language - taking the case of pojiao village as an example
以湘西土家族苗族自治州龙山县坡脚乡为个案 |
| 5. | The formulas and calculation method for the practical and economical cross - section of the trapezoidal channel with an arc slope angle are briefly presented
摘要简单介绍了弧形坡脚梯形渠道实用经济断面的计算式和计算方法。 |
| 6. | By calculated and analysed of the lanedslide stability , it is conclused that the big fissure ， clayey sail of ground water - level fluctuation and digged base of slope formed an unstable slope
通过稳定性的定量计算与定性分析可知，坡体上的大裂缝与地下水变动带在开挖坡脚处剪出联合组成的滑面稳定性最差，此滑坡将来的滑动破坏剪出口将在开挖坡脚附近产生。 |
| 7. | Variance index of the settlements of soft clay subgrade was inducted to analyze the asymmetry settlement rules under the influence of depth of fill , fill speed , geologic types of soft clay etc
利用这些观测数据，引入路堤断面中点和两侧坡脚地基表面3点沉降的方差这一统计学指标，详细分析了地质结构，填筑速率、填筑高度以及硬壳层等因素对软基不均匀沉降的影响，得到了一些有意义的结论。 |
| 8. | Through contrasting the characteristics of stress field inside the slope before and after the excavation , the results show that the horizontal stress upside the slope and the shear stress pointing to the outside slope near the foot change clearly
通过对比开挖前后边坡内部的应力场特征，发现：在影响边坡稳定的指标性应力中，边坡上部的水平应力受开挖影响较大；在成坡坡脚附近，指向坡体外的剪应力显著增加。 |
| 9. | This article , takes some project for landslip in a small district in zunyi for example , tells you the useful experience of water proof , sueface prevention structure and sticking of the surfaces of mountain slopes , and so on
摘要文章以遵义小区某滑坡治理工程为例，介绍了滑坡治理中有效解决坡面防水、护面结构与坡面的粘结等问题的实践经验，提出了锚杆支护、挂网喷砼、坡脚挡墙衬护、喷面边界浇筑连系梁的综合治理措施。 |
| 10. | 4 . the non - linear interaction mechanism derived from the scale of system was discussed . the paper deemed that , falling sliding face is not a rectilinear type , the non - linear coupling of falling factors sharply enhanced in large sand - pile ; the stabilization of surface layer sands are different in the time and space , especially the stating probability is higher than halting , and probability of fault in slope foot is higher than top as well ; the faulting forms will be affected by bounder situation strongly
大尺度散粒体坡面的崩塌滑动面，一般并非直线形，在崩塌过程中的耦合作用将增大落沙规模；理想化的沿直线坡面滑动情况，坡面表层砂粒的稳定性也并不是在时间、空间上都均衡的，可以造成起动容易止动难，或坡角失稳概率大从而牵连整个坡面的情况；长大高陡坡面的失稳形式，可以受坡脚(边界)的巨大影响。 |
