片语

pore-water pressure cell孔隙水压力仪

pore-water pressure difference孔压差

critical pore-water pressure临界孔隙水压力

static pore-water pressure超静孔隙水压力

pore-water pressure theory孔隙水压理论

pore-water pressure meter孔隙水压力计

excess pore-water pressure剩余孔隙水压力

negative pore-water pressure seepage field负压渗流场

pore-water pressure coefficient孔隙水压力系数

英汉例句

• at last, the approximate calculation methods of pore water pressure and flowing pressure are presented.

  给出土坡稳定性分析中对孔隙水压力和动水压力的近似计算方法。

• curves of total stress and time, of cycle pore water pressure and time, of effective stress and time, of effective stress and axial strain are respectively studied.

  研究了试样总应力、循环孔隙水压力、有效应力随时间的变化规律及试样有效应力与轴向应变的关系曲线。

• in this paper, the in-situ experimental data of a bridge pier foundation is used to analyze the dissipation law of pore water pressure in silt and sand in the process of preloading.

  本文通过浃里陈大桥试验段实测资料，分析了在真空排水预压过程中孔隙水压力在淤泥及砂井和塑料排水板中的消散规律。

• rising of pore water pressure induced by some man-made factors intensifies the deformation.

  一些人为因素引起的孔隙水压力升高，加剧了变形。

• therefore, it's very important to study the mechanical behavior of sand soils under the action of cycle pore water pressure for coast and offing engineering.

  因此，研究循环孔隙水压力作用下砂床土体的力学行为对海岸和近海工程有重要意义。

• the proposed model takes into account the shear modulus, the damping ratio, pore water pressure and permanent deformations of pavement foundation materials.

  该模型可以全面考虑路基材料的剪切模量、阻尼比、孔隙水压力以及永久变形。

• the strength of soil can be improved by dissipating the pore water pressure by means of vacuum drainage preloading.

  真空排水预压加固软基是通过孔隙水压力的消散来增强土体的强度。

• the result indicates that rainfall can evidently influence the pore water pressure in the slope body.

  模拟结果表明，降雨对边坡体内孔隙水压力状态有明显的影响。

• great soil squeezing pressure and excess pore water pressure were arisen during large-area pile driving engineering due to thick soft soil layer.

  某厂房地基由于软土层较厚，在大面积沉桩施工时引起较高的土体压应力和超静孔隙水压力。

• therefore, the effect of the occurrence numbers and moments of rainfall peak on pore water pressure within unsaturated soil slopes are investigated.

  本文从研究降雨类型对非饱和土斜坡内孔隙水压力的影响入手，来研究雨峰的位置对斜坡的稳定性的影响的。

• according to the analysis of the pile driving the estimating method of pore water pressure of soil in surrounded pile is obtained under the computing assumption condition.

  通过对打入桩的分析，在简化假定条件下，提出了在饱和粘性土中打桩时桩周土中的孔隙水压力估算方法，实测资料验证是可行的。

• calculation results indicate, pore water pressure in the inner asphalt pavement nearly has close relative to permeate coefficient of surface, thickness of surface and wheel speed etc.

  计算结果表明，沥青面层内的孔隙水压力与面层的渗透系数、面层厚度以及车辆行驶速度等有密切关系。

• as the result of the influence of some dynamic factors such as tank spacing, pore water pressure change, the issue of the settlement tends to complex.

  由于沉降问题受到储罐间距、孔隙水压力变化等动态因素的影响，使得问题的解决趋于复杂。

• the variation rules of critical cyclic stress ratio, vertical permanent deformation and pore water pressure with numbers of loading cycles and consolidation states are obtained.

  得出了饱和软粘土地基的临界循环应力比和竖向永久变形及孔隙水压力随加荷周数和固结状态的变化规律；

• the strain excess pore water pressure is a response of the residual strain potential coupled with the skeleton of soil.

  应变超孔隙水压力是上耦合于骨架剩余应变势的反映。

• based on the modified cam clay model, a closed-form formula of excess pore water pressure of the soil in the three zones during the cavity expansion is derived.

  将土体在圆孔扩张过程中的应力分布分为三个区域，基于修正剑桥模型，推导了圆孔扩张过程中土体在三个区域的超孔隙水压力的解析表达式，对比分析了固结比对土体中应力分布的影响。

• it was showed that the continuous rotation of principal stress induced the development of pore water pressure in carbonate sand.

  结果表明，主应力方向的连续旋转导致了钙质砂中孔隙水压力的增长。

• the buildup and development of pore water pressure under dynamic load is a key factor to the deformation and strength behavior of soils.

  土中振动孔隙水压力的产生与发展是影响土体强度和变形特性的重要因素。

• the dissipation of excess pore water pressure has a direct bearing on the design of pile foundation in saturated soft soil.

  饱和软土地基中桩基设计与沉桩引起的超孔隙水压力大小及其消散有密切关系。

• two modes have been identified in the earthquake induced damage to soil structures and foundations associated with excess pore water pressure rise in saturated sand.

  对于在地震中由于饱和砂土的超孔隙水压力上升而导致的土工构筑物和土工基础的破坏的机理有两种认识。

• excess pore water pressure in soil increases with the increasing of excitations.

  随振动激励次数的增加，土中超孔隙水压力增大；