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   pile against sliding 的翻译结果: 查询用时:0.056秒
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pile against sliding
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     Problems on Application of Pile Foundation and the Measures to be Taken against
     桩基应用中的问题及采取措施
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     Numerical simulation of bore against sheet-pile groin
     涌潮冲击排桩式丁坝的数值模拟
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     By checking against L. N.
     N.
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     stock pile
     储备
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     Against Unity
     反对统一性
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The following idea about the interaction between rigid body and soil are put forward in this paper.Under loads,a rigid body and the surrounding soil will change relatively their positions normal to or tangent to the faces of the rigid body.Since the rigid body can not be deformed,these positions changes can only be done by the deformations of normal compression or tangential bending of the surrounding soil .These two relative changes of position...

The following idea about the interaction between rigid body and soil are put forward in this paper.Under loads,a rigid body and the surrounding soil will change relatively their positions normal to or tangent to the faces of the rigid body.Since the rigid body can not be deformed,these positions changes can only be done by the deformations of normal compression or tangential bending of the surrounding soil .These two relative changes of position are not separated mutually,and can be interconnected by that the rigid body turns a little angle φ 0 round a special point (x 0,y 0). The paper deduces several groups of static equations depending upon the space static balance conditions of the rigid piles against sliding.Simplifing the equations and using them to the calculations of rigid foundations,the results of vertical pressure stresses are same completely with the traditional theory.

在荷载作用下,刚体与其周围土体之间会产生相对于刚体表面的法向位移和切向位移。由于刚体不可变形,这些相对位移只能通过土体的法向和切向变位来实现。但这两种相对位移不是孤立的,它们通过刚体绕某一特定点(x0,y0)转动一个微小角度φ0被统一起来。文中从刚性抗滑桩空间受力状态的静力平衡条件出发,推导了若干组静力平衡方程式。将这些方程组简化后,用于刚性明挖基础的计算,结果基底竖向应力和目前通行的计算方法完全相同。

Combined with the works example,this paper stated the design of regulating landslide by applying the pile arch structure.It took the result of the inverse calculation of limit equilibrium to determine the resistance to shear of the slide plane based on the proposed value of the geologic examination.And it also took the Winkler model to calculate the inner force of piles against sliding.

结合工程应用实例简述桩拱结构整治滑坡的设计方法 .以极限平衡反算法成果 ,综合考虑地勘建议值确定滑动面上的抗剪强度指标 ,并采用文克尔模型计算抗滑桩的内力 .

The treatment of inlet consequent slope of Hongjiadu Hydropower Station had some technology difficulties, construction disturbance and short construction period. On the base of systematically researching its stability, the treatment scheme using large-scale piles against sliding and anchor cables for strengthening as well as drainage measure was adopted. As a result of reasonable layout and design of piles against sliding, anchor cables and construction branch tunnels, the problem of treatment consequent...

The treatment of inlet consequent slope of Hongjiadu Hydropower Station had some technology difficulties, construction disturbance and short construction period. On the base of systematically researching its stability, the treatment scheme using large-scale piles against sliding and anchor cables for strengthening as well as drainage measure was adopted. As a result of reasonable layout and design of piles against sliding, anchor cables and construction branch tunnels, the problem of treatment consequent slope was successfully solved. After impounding and short operation of the units, supervision result has made known that its stability is fine.

经过对洪家渡水电站进水口顺向坡稳定问题的系统分析研究,采用了以大型抗滑桩与锚索联合加固并辅以排水的处理方案,通过对抗滑桩、锚索及施工支洞的合理布置与设计,成功地解决了进水口顺向坡处理技术难度大、施工干扰大和工期紧的难题。目前,洪家渡水电站进水口顺向坡锚索及抗滑桩施工已顺利完成,并已经受了下闸蓄水和发电运行的初步考验,监测情况表明,稳定状况良好。

 
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