slip surface信息详情
滑面，[流][地质]滑动面
surface───vi.浮出水面；vt.使浮出水面；使成平面；adj.表面的，肤浅的；n.表面；表层；外观；n.(Surface)人名；(英)瑟菲斯
slip───abbr.串行线路接口协议，是旧式的协议（SerialLineInterfaceProtocol）；adj.滑动的；有活结的；活络的；n.(Slip)人名；(芬)斯利普；n.滑，滑倒；片，纸片；错误；下跌；事故；vt.使滑动；滑过；摆脱；塞入；闪开；vi.滑动；滑倒；犯错；失足；减退
bank slip───银行水单，兑换单
deposit slip───n.存款单
surface data───曲面数据；表面数据；地面资料
slip covered───家具套
memory slip───内存条
minor slip───轻微滑倒
slip through───蒙混过关；溜走；滑过；偷越
Finally, the effect of regulation work of landsliding was checked and potential slip surface scaned as well.───最后进行了滑坡整治工程效果验算和潜在滑动面的搜索。
Non-slip surface: The bottom of bathtub should have non-slip surface to guarantee your safety.───防滑表面：浴缸底面须有防滑表面，确保您的安全。
The slip surface was simulated with a broken line.───采用一条折线模拟边坡滑动面。
Compared to that of a flexible foundation, the slip surface of a rigid foundation is larger and deeper.───刚性基础地基的滑动面要比柔性基础更大、更深；
At the micro-technically any be applied on the surface of the substrate can be seen as a non-slip surface.───从微观上讲任何被贴基材的表面都可以看作是凹凸不平的表面。
Definition 3 defines the safety factor as the ratio of the resistant shear force to the driving shear force along a certain slip surface.───定义3将安全系数定义为沿某一特定滑面的抗滑力比滑动力。
The factor of safety is the function of slip surface, only the minimal factor of safety can describe the slope stability.───边坡安全系数是可能滑面的函数，而只有最小安全系数才可代表边坡的安全程度。
At last, the influence of the shear strength distributing on the embankment stability and slip surface location is studied.───最后还分析了淤泥路基在填筑过程中抗剪强度变化规律对淤泥路基稳定性的影响。
The trial slip surfaces are verified frequently by the random walking method and gradually tend to the critical slip surface.───利用随机走步法不断更新试算滑动面，使其安全系数不断减小。
Seal with packing seal or a single slip surface, double mechanical seal sliding surface.
The test results demonstrate that this algorithm can pick out the global critical slip surface, and the circular or non-circular critical slip surface is reproduced as well.
Before searching the critical slip surface, using 3-D Joint Network Simulated program to recurrence joint distribute in the slope and point joints.
While taking soil deformation into account, the internal dissipation rate in the deformation zone caused by the cohesion variation is half of that occurs on the logarithmic spiral slip surface.
Based upon modification of the normal stresses over the slip surface, the explicit limit equilibrium solution was derived for the 3D safety factor of asymmetric and rotational slopes.
Based on genetic algorithm and pseudo-static Bishop Simplified Method, searching methods for the most dangerous slip surface and the according minimal safety factor are introduced in this paper.
It proves theoretically that the slip line family is just the slip surface family meeting the yield criteria.
A kinematically admissible velocity field for the model can be obtained when the rock slope is divided into different sliding block elements along the slip surface and structural planes.
The determination of the critical slip surface and the corresponding stability factor.