计算结果表明，该坝坝肩边坡整体是稳定的。
The calculation results indicate that the dam abutment slope is stable on the whole.
采用定性与定量相结合的方法，综合研究了坝肩边坡的卸荷分带。
Combination qualitative and quantitative method, studying synthetically on the abutment slope off-load zoning.
勘探发现，某水电站右坝肩边坡，除正常卸荷裂隙外，发育有大量的夹泥型破裂带。
It has been discovered by exploration that besides the normal stress-release cracks there exist a lot of mud-intercalated fracture zones in the right bank slope.
金安桥水电站左坝肩卸荷结构面和构造结构面发育，左坝肩边坡的稳定问题对整个大坝的安全起重要作用。
For the development of the unburden structure face and constitution structure facing, it is important that left dam shoulders side slope stability to the dam safety.
洪家渡水电站左岸坝肩工程为当时水利水电建设工程中最大高度的边坡开挖。
The excavation of left bank abutment of the Hongjiadu hydroelectric project was the highest cut slope in the hydropower construction project then.
对试验数据的综合分析，可以评价边坡的稳定性，并针对坝肩的薄弱环节提出加固处理措施建议。
The slope stability can be evaluated by synthetically analyzing test data, and the reinforcing measures for the weak areas of dam abutment are advised.
在大型水电工程中，岩体结构是控制坝基坝肩、地下结构和边坡工程等稳定的主要因素之一。
Rock structure is one of main factors influencing stability problem of dam foundation, dam shoulder, underground structures and slope engineering.
采用三维非线形刚体弹簧元法，对小湾坝肩槽开挖边坡进行应力应变及稳定分析，对计算成果进行评价分析，进而评价了工程加固措施。
Using non-linear 3-D rigid body-spring element method, this paper studied the influence of geo-stress on in-situ shear tests of an undergoing project.
采用三维非线形刚体弹簧元法，对小湾坝肩槽开挖边坡进行应力应变及稳定分析，对计算成果进行评价分析，进而评价了工程加固措施。
Using non-linear 3-D rigid body-spring element method, this paper studied the influence of geo-stress on in-situ shear tests of an undergoing project.
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