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1)  deep seated stability
深层稳定性
2)  stability against deep level sliding
深层稳定
1.
With regard to stability against deep level sliding of gravity dam,by using nonlinear finite element method and rigid body-spring element method,integrating Xiangjiaba hydro-power project,failure criterion,selection of constitutive relation,calculating methods of safety factor and conformation of gravity dam have been researched.
通过分析得出,体型对坝体深层稳定性影响较大,塑性区贯通破坏准则与强度储备安全系数法较为适合重力坝深层抗滑稳定分析,数值模拟中的屈服准则宜采用D ruker_Prager型屈服准则中的内切圆准则。
3)  deep stability
深部稳定性
4)  depth stability
潜深稳定性
5)  stability against deep sliding
深层抗滑稳定
1.
Study on stability against deep sliding of gravity dam;
重力坝深层抗滑稳定计算探讨
2.
Because of the weak structural planes in base that are extraordinary developed and interlaced, uneven settlement and stability against deep sliding has become the.
由于坝基内软弱结构面十分发育,且相互交错,坝基不均匀变形和深层抗滑稳定问题非常突出,成为制约本工程投资和安全的关键技术问题。
6)  stability against deep slide
深层抗滑稳定
1.
Analysis for the special wedge stability against deep slide in the gravity dam;
重力坝特殊双滑面深层抗滑稳定分析
2.
Research on several problems in the safety evaluation of stability against deep slide of gravity dams——in response to the 《Discussion of the wedge stability analysis method specified in the Gravity Dam Design Code》;
重力坝深层抗滑稳定安全评价若干问题的思考——兼对《对重力坝设计规范中双斜滑动面抗滑稳定分析公式讨论意见》的答复
补充资料:连续性与非连续性(见间断性与不间断性)


连续性与非连续性(见间断性与不间断性)
continuity and discontinuity

11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt,n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
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