1) sliding surface
滑动面
1.
Model of calculus of variation used for determination of sliding surface;
滑动面确定的变分法模型
2.
Computer automatic searching for the sliding surface of pre-slide body and anti-slide pile integrative design;
预滑体滑动面计算机搜索与抗滑桩一体化设计
3.
The critical sliding field technology was used to probe the sliding surface of a waste-dump slope.
应用临界滑移场技术,对排土场边坡进行临界滑动面搜寻。
2) Slip surface
滑动面
1.
Stability method that based on the FE(Finite Element) stress analysis of slip surface and the shear strength reduction method are two principal methods of FEM slope stability analysis.
研究表明,两类有限元方法得到的安全系数大小以及相应滑动面形状和位置均一致。
2.
0 when soil mass arrives at the state of limit equilibrium and to search for the critical slip surface.
0,同时搜索相应的临界滑动面,与增量加载直到土体结构破坏获得的滑动面比较,并分析二者与经典Prandtl解破坏机构的差异。
3.
Based on the finite element stress-strain analysis,the factor of safety of the slip surface is defined as the ratio of the critical shear intensity during failure to real shear stress,the authors utilize pattern search method to ascertain the critical slip surface of slope.
在有限元应力应变分析的基础上,采用以剪应力定义的安全系数和模式搜索的方法确定边坡的安全系数及最危险滑动面。
3) slip plane
滑动面
1.
Study and application of method for determining slip plane of expansive soil slope;
膨胀土滑坡滑动面的确定方法研究与应用
2.
In order to study the effect of elastic modulus E,to the safety factor and slip plane of slope,a numerical model is founded in plane strain mode for homogeneous soil slope.
为了研究弹性模量对边坡安全系数和滑动面的影响,建立均质土坡数值模型,在不同工况下(无锚和有锚),分别改变弹性模量,分析它与安全系数和滑动面的关系。
3.
With the purpose to work out the overall failure probability of foundation pit,FORTRAN program has been established to find out the most dangerous slip plane through calculation and comparison.
为计算基坑的整体失事概率,编制了FORTRAN程序,通过计算和比较得出基坑发生失稳的最危险滑动面,在此基础上采用蒙特卡罗法对基坑进行整体稳定性分析,并与安全系数法进行对比,计算结果表明,采用编制的FORTRAN程序搜索滑动面与可靠度理论相结合的方法在工程实际中更能有效的反映基坑的整体稳定性。
4) slide surface
滑动面
1.
Search of dangerous slide surface of soil nailedwall through chaotic optimization approach;
土钉支护危险滑动面搜索的混沌优化方法
2.
The loading characteristic of bridge pile in steep slope is more complex to that of slide-resistant pile as the slope sliding,so an influence factors compassion model test is carried out based on the rational simulation of slide surface.
在合理模拟滑动面的前提下,进行了陡坡段桥梁基桩受力特性的参数对比室内模型试验。
3.
The in-site measurements indicate that the slide surface of the DK slope under blasting condition is then studied by dynamic FEM in this paper.
本文考虑滑动面完全开挖出来后,下部爆破开挖对边坡稳定性的影响。
5) slide plane
滑动面
1.
Determination and advanced forcasting on slide plane position for landslide;
滑坡滑动面位置的确定及超前预测
2.
This paper analyses grouting reinforcement s influence on slide plane and surrounding rock stability during the construction in Caijiapo tunnel,using the elastoplastic finite element method.
采用弹塑性有限元法分析了柴家坡隧道在施工过程中注浆加固对滑动面和围岩稳定性的影响。
6) interfacial sliding
界面滑动
1.
The effect of diffusion controlled interfacial sliding on the transverse shear deformation of fibrous composites is studied.
研究了扩散控制的界面滑动对纤维复合材料的横向剪切变形行为的影响。
补充资料：不看金面看佛面
1.同"不看僧面看佛面"。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条