Earth pressure at rest

美 [ɜːrθ ˈpreʃər æt rest]英 [ɜːθ ˈpreʃə(r) æt rest]
  • 网络静止土压力
Earth pressure at restEarth pressure at rest
  1. The Study on Coefficient of Earth Pressure at Rest

    静止土压力系数研究

  2. Determination of coefficient of earth pressure at rest for cohesionless soil by using stress vector - based constitutive model

    用应力矢量本构模型确定无粘性土的静止土压力系数

  3. Coefficient of earth pressure at rest and its test methods

    静止侧压力系数及其试验方法

  4. Calculation of Coefficient of Lateral Earth Pressure at Rest

    静止侧压力系数的确定

  5. A theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil

    确定无粘性土静止土压力系数的一个理论公式

  6. Coefficient of Earth Pressure at Rest in Unloaded Clay

    卸荷粘性土体的静止土压力系数

  7. Study on Compression Curve and the Coefficient of Earth Pressure at Rest for Cohesionless Soil Based on Hypoplastic Constitutive Model

    基于亚塑性理论的无粘性土压缩曲线和静止土压力系数的研究

  8. The further investigation of the formula shows that it can be used to determine the coefficient of earth pressure at rest of cohesionless soil .

    文中讨论结果表明,该公式可用于确定无粘性土的静止土压力系数。

  9. Self Boring In-situ Friction Test is conducted to estimate the deformation module and earth pressure at rest of the filled foamed particle light soil .

    原位试验结果表明,发泡颗粒混合轻量土易于变形,且可极大地减小土的静止土压力,因而可以减小隧道弃碴对桥墩的影响。

  10. This paper discusses effect of soil physical properties , stress history , structural behaviour , rheological properties of the soil-skeleton and stress-strain path under measurement on the lateral earth pressure at rest .

    本文讨论了土的物理属性、应力历史、结构特性、土骨架的流变性质以及测量时采用的应力一应变路径等对静止侧压力的影响。

  11. The author , by means of experiments and analyses , has studied the shear strength , earth pressure at rest and modulus of resilience , etc of soil in the unloading state and also the value of engineering application of such soil .

    基于此,作者通过试验分析手段研究了卸载土体的抗剪强度、静止土压力系数、回弹模量等问题,并分别探讨了其工程应用价值。

  12. Slope soil stress state by the state of earth pressure at rest and gradually turned to the active earth pressure state , leading to the supporting structure inside the pit displacement , horizontal displacement of the larger sphere of influence leading to pit the ground subsidence .

    基坑周边土体应力状态由静止土压力状态逐步转向主动土压力状态,导致支护结构向基坑内位移,较大的水平位移最终导致基坑影响范围内的地面出现沉降。

  13. This formula concerned the upper loading and a series of model parameters , such as the effective angle of internal friction , the effective cohesive intercept , the coefficient of earth pressure at rest K_0 , the modulus of compressibility , the modulus of resilience and so on .

    它不但与上覆荷重和有效内摩擦角有关,而且与有效内凝聚力、静止土压力系数、土的压缩模量和回弹模量等一系列本构模型参数有关。

  14. Solution to lateral earth pressure coefficient at rest by flat dilatometer tests in Hangzhou

    杭州地区用扁铲侧胀试验求解静止侧压力系数K0的研究

  15. The lateral earth pressure with curve distribution is confirmed . Calculation of Coefficient of Lateral Earth Pressure at Rest

    两种加筋土挡墙的面板水平土压力沿墙高均呈曲线型分布;静止侧压力系数的确定

  16. The lateral earth pressure on the face of reinforced retaining wall distributes in a polyline shape along the wall , and its value is between the active earth pressure and the earth pressure at rest .

    加筋土挡墙背土压力沿墙高呈曲线分布,大部分介于主动土压和静止土压力之间。