| 1. | flatten slope to 46° to give a factor of safety of 1. 3 under saturated conditions.
削坡到46，给饱水条件下的边坡以13的安全系数。 |
| 2. | Application of chamber blasting to portal scaling
洞室爆破在洞脸削坡中的应用 |
| 3. | The optimality method are introduced on slope cutting project in the paper
将优化理论引入到削坡方案的选择上。 |
| 4. | 4 . for collapse erosion , should make gradual side slop and lining the bank of canal
( 4 )对于渠道塌坡、滑坡比较严重的渠段则需削坡和铺砌护岸。 |
| 5. | In soft foundation strength , filling soil , excavating project it becomes more and more widely used
加筋土广泛地应用于地基加固，填方工程，挖方削坡工程等。 |
| 6. | 5 . for frozen erosion the good measure is to cut slop and lining with coarse gravel ; meanwhile , adjust the canal operating to less the frozen
( 5 )对于冻融和冻胀较为严重的渠段则宜采用削坡后铺碎石护岸；为减轻冻融侵蚀，同时采取适当的调度方式。 |
| 7. | There are some disadvantages on traditional construction method of the transition material 2b on upstream face of concrete face rockfill dam , i . e . overtopping , slope - cutting and incline compaction
混凝土面板堆石坝上游坡面传统的垫层料超填、削坡、斜坡碾压的施工方法存在许多弊端。 |
| 8. | Lai long mountain lies in north of fu yang . the slope happened because of digging channel and sloping hill at the foot of lai long mountain . this paper takes some researches closely surrounding lai long mountain slope to develop some useful results
来龙山滑坡位于富阳镇北，由于开挖渠道、削坡导致山体滑坡，本文紧紧围绕富阳来龙山滑坡对滑坡进行研究，提供下一步滑坡治理以及滑坡监测方面的建议。 |
| 9. | The minimum erathwork of slope cutting is regarded as target function , and the anticipated factor of safety of slope as a constraint condition , so this problem is equivalent to optimality one with constraint conditions . thus the optimal scheme of slope cutting can be obtained
这里将最小的削坡土方量作为目标函数，将预期的边坡安全系数作为约束条件，把削坡问题等价于一个有约束的优化问题，可找出最优的削坡方案。 |
| 10. | With synthesize slope ratio increasing , the stability of cutting slopes decreases , but the stability of sharpen slope affected by natural slopes ratio changes rarely , the stability of cutting slope that height is 30m is change notably due to slope type , whose single slope ratio with madao is inferior to the slope that upper ratio is less than lower ratio with platform in middle part . but the stability of cutting slope with 50m height is little change with the slope type change . with same stratum , slope height , slope type , the cutting slope is inferior to the sharpen slope in stability
结果表明，地层含水量在12 . 0 18 . 0变化范围内，各种挖方边坡稳定性均随湿度的增大而显著降低；路堑边坡的稳定性随综合坡比的增大而降低，但削坡受自然坡比影响，随综合坡比的增大其稳定性基本不变；坡高30m的路堑边坡稳定性因坡型改变而有明显变化，且单一坡比多级马道型边坡的稳定性较上缓下陡平台型边坡的稳定性差，但坡高50m的路堑边坡稳定性因坡型变化而基本不变；当坡高、坡型、地层条件相同时，路堑边坡的稳定性较削坡的稳定性差。 |
