The dramatic arrests in Zurich changed this picture of western powerlessness. 发生在苏黎世的戏剧性逮捕行动改变了西方无能的形象。
Improvement of Active Earth Pressure on Retaining Walls with Layered Backfills The Application of Dynamic Compaction Reinforcement in Road Embankment Filling 层状填土主动土压力计算方法的改进强夯加固在土石混填高填方路堤中的应用
Simulation on Active Earth Pressure of Rigid Wall under Non-limit State 非极限状态下刚性墙主动土压力的模拟
Calculating Active Earth Pressure on Retaining Wall with Layered Cohesive Backfills by the Improved Method of Layer Analysis 用改进层分法计算分层粘性填土主动土压力层层转包和违法分保高效薄层色谱分析法
Centrifuge model experimental study on active earth pressure of anisotropy sandy soils 各向异性砂土主动土压力的离心模型试验研究
Explanation of a stress in the theory of Rankine active earth pressure in clayey soil 对粘性土朗肯主动土压力理论中一个应力的释疑
The Reason and Countermeasure Analysis of Boiler Flue Ash Accumulation Cause Active Pressure Burning 锅炉烟道积灰引起正压燃烧的原因与对策分析
Based on Coulomb ( C) theories, typical mechanics is applied to calculate active earth pressure of clay, and a comparatively simple and convenient method is proposed. 针对库仑土压理论提出的假设,应用典型力学分析的方法,对粘性土主动土压力的计算提出了一种较为便捷的方法。
Seismic Active Earth Pressure and Lateral Coefficient of Retaining Wall 地震作用下挡土墙主动土压力分布与侧压力系数
Inorder to reduce the active earth pressure effectively, the relieving platform is commonly installed behind the retaining wall. 为有效地减少主动土压力,常常在挡土墙后设置减压平台。
Upper bound solution for active earth pressure based on a nonlinear failure criterion 基于非线性破坏准则的主动土压力上限计算
So the present method is of theoretical value for studying the active earth pressure on rigid retaining walls. 该方法对刚性挡墙土压力计算具有理论价值。
Active earth pressure for rigid retaining walls with different displacement modes 不同位移模式刚性挡墙主动土压力研究
These opposite effects may lead to additional lateral pressure and make active earth pressure of soft soil bigger than the theoretical value. 在土钉-排桩复合结构中,土钉的加固机理使软土主动土压力减小,而土钉的锚拉作用又可能使软土产生附加侧压力。
Approximate calculation method of active earth pressure considering displacement 考虑位移影响的主动土压力近似计算方法
Upper bound solution of active earth pressure considering horizontal earthquake and nonlinearity 水平地震力对非线性主动土压力上限解的影响
Study of Seismic Active Earth Pressure Acted on Gravity Wall in Backfill Sand 回填砂土重力式挡土墙地震动土压力研究层状填土主动土压力计算方法的改进
A method for calculating active earth pressure considering shear stress 考虑剪应力作用的挡土墙主动土压力计算
Research and Analysis of Active Earth Pressure on Retaining Walls with Layered Backfills 层状填土的主动土压力的理论研究与计算分析
Calculation methods of thickness of curtain for cutting off water are proposed when only active earth pressure is considered. 提出了仅考虑主动土压力作用情况下止水帷幕厚度计算方法。
A correspondent project example is discussed in the critical height of backfill and the horizontal pressure by active soil pressure of backfill which can be endured by independence of foundation pillar in foundation pit. 结合相应的工程实例,对深基坑中独立基础柱在回填土的土压力作用下所能承受水平压力的大小和回填土高度的临界值作了探讨;
ABS/ ASR Integrated Hydraulic System with Active Pressure Regulator for 4 Wheel Cylinders 可主动调节四个轮缸压力的ABS/ASR集成液压系统
Computation of Active Pressure on Retaining Wall in Various Multi-boundary states 多边界条件下挡土墙主动土压力计算
Based on the magnitude of active soil pressure, parameters like bend are calculated applying evenly distributed load method. 本文根据主动土压力大小,应用均布荷载梁计算方法,计算其挠度等参数。
Finally the reduced coefficient of active earth pressure has been analyzed in this paper, which further confirmed the formula rationality. 最后对主动土压力折减系数做了分析,进一步验证了公式的合理性。
The limit equilibrium theory is improved, and used in the research of active earth pressure under non-limit state. 改进了极限平衡理论,用于非极限状态主动土压力的研究。
And also active earth pressure can be directly figured by using the formula ( 16). 也可以直接应用式(16)近似计算主动土压力。
The modified horizontal layer analysis method of active pressure was used to calculate lateral earth pressures, total lateral forces and the applied points under different rotating angles. 采用改进的水平层分析法计算各转角下的土压力分布,并得到土压力合力大小及其作用点的计算公式。
It is demonstrated that the tangential stress coefficient has a major effect on the active pressure and the Harr& Von Karman hypothesis may be unacceptable in practice. 分析表明:环向压应力系数对竖井衬砌上的主动土压力有较大的影晌,若采用哈尔-卡门完全塑性假定,其所求得的主动土压力最小,在工程应用中偏于危险。
Then based on effective stress principal and horizontal different element method, the formulation of the earth and water active pressure acting on rigid retaining wall is performed considering soil arching and seepage flow effect. 在土拱和渗流作用分析基础上,考虑有效应力原理,结合水平微分单元方法,推导了土拱和渗流同时作用下水土压力计算公式。