英汉例句

• in this paper, a closed-form solution to wave induced seepage pressure in infinite-depth seabed is obtained by taking into account the soil deformation and the compressibility of the pore-water.

  本文对无限厚度可渗可压缩海床情况，给出了直立式防波堤下海床中波浪渗流压力的封闭形式的解析解，进而可以给出作用在防波堤基底上的浮托力和倾覆力矩。

• this material has been used in a tunnel water-inflow model test; and the variation of the multi-field information such as displacement, stress and seepage pressure has been effectively revealed.

  将该材料应用于隧道涌水模型试验，可有效地揭示了位移、应力、渗压等多场信息的变化规律。

• the arrangement of instruments and results of monitoring rock-mass seepage pressure in tunnel across yangtzi river of chongqing sewerage system are described.

  介绍了重庆排污工程长江隧洞巖体渗透压力监测设备的布置情况及渗透压力监测结果。

• and the seepage pressure mechanism is the primary mechanism of karst collapse in the center of cone of depression in continual pumping region.

  渗压效应致塌机制是多年持续采水区降落漏斗中心部位巖溶塌陷的主要力学机制。

• the variation relations between seepage pressure change, seepage pressure coefficient, and water level of the reservoir are analyzed in detail.

  详细分析坝基渗压系数变化，渗压系数与库水位关系。

• the analysis of the measured seepage property indicates that the seepage pressure is generally low, and the quantity of the seepage through dam and its foundation is small.

  实测渗流性态分析表明，泄洪坝段坝体及基础渗压和排水量一般较小，其分布及变化符合一般规律。

• flow through fissures in rock mass applies simultaneously the normal hydrostatic seepage pressure and the tangent hauling force (the dynamic seepage pressure) on fissure walls.

  巖体中裂隙水流对裂隙壁同时具有法向的渗透静水压力作用和切向的拖曳力（渗透动水压力）作用。

• flow in the fissures of rock mass applies simultaneously the normal hydrostatic seepage pressure and the tangent hauling force(dynamic seepage pressure) on fissure walls.

  裂隙水流对裂隙壁同时具有法向渗透静水压力作用和切向的拖曳力（渗透动水压力）作用。

• it shows that the abrupt decline of underground water level is the most disadvantage factor, and the effect of the seepage pressure on the stability of the huanglashi slope has increasing tendency.

  这说明地下水位突降时，其引起的渗透压力最大，且渗透力对黄腊石边坡稳定性的降低作用随时间有增大的趋势。

• the relation between the specific discharge and seepage pressure is linear and consistent with the darcy law in macro-scale.

  而渗流速度与渗透水压力呈线性关系，符合宏观尺度渗流的达西定律。

• flow in the fissures of rock mass applies simultaneously the normal hydrostatic seepage pressure and the tangent hauling force(dynamic seepage pressure) on fissure walls.

  巖体中裂隙水流对裂隙壁同时具有法向的渗透静水压力作用和切向的拖曳力（渗透动水压力）作用。

• the effect of the drain hole on drainage and seepage pressure lowering is quantitatively studied with an engineering example.

  定量地研究了排水孔孔径、孔深等因素对降低坝基渗透压力和排除坝基渗透水流的作用。

• therefore, it is put forward herein that high seepage pressure exists locally in the rocks when under jet action, and the magnitude of seepage pressure greatly affects the rock cutting results.

  为此，提出了射流作用下巖石局部范围具有较高渗流压力的思路，并认为该渗流压力大小对射流的破巖作用有重大影响。

• in this paper opinions are put forward on the two problems in seepage pressure monitoring for dams in regard to its importance.

  从论述渗压监测的重要性出发，提出对大坝渗压监测中两个问题的看法。

• the instalment of seepage-control equipment in the construction of foundation pit will make the distribution of seepage pressure much different from what the simplified methods had supposed.

  但是，基坑施工中常常采取治水措施，如设置抽水井、回灌井及阻水帷幕等，使得基坑周围的渗流场分布复杂化，大多与简化方法假定的水压力分布形态相去甚远。

• the action forces applied on rock mass of equivalent continuum by seepage include two parts, i. e. , hydrostatic seepage pressure and hydrodynamic seepage pressure (seepage body force).

  渗流对等效连续巖体的作用力包括渗透静水压力和渗透动水压力（渗流体积力）两部分。

• flow through fissures in rock mass applies simultaneously the normal hydrostatic seepage pressure and the tangent hauling force (the dynamic seepage pressure) on fissure walls.

  裂隙水流对裂隙壁同时具有法向渗透静水压力作用和切向的拖曳力 （渗透动水压力 ）作用。

• high seepage pressure lead to damage zone growth in unfavorable fault zone and even transfixion may be the important reasons which result in bank slope instability.

  高渗透压诱发岸坡不利断层带损伤区扩展，甚至贯通可能是导致岸坡失稳的重要原因。

• the computation results validate their validity; and the analysis indicates that the damage effect of the seepage pressure on anchoring jointed rockmass can not be ignored.

  分析表明，渗透压力对巖体围巖变形破坏及稳定性的影响是不可忽略的。

• in the stability analysis of deep excavation, the ground water pressure is divided into three parts, i. e. , hydrostatic pressure, seepage pressure and excessive pore water pressure.

  在深基坑开挖整体稳定性分析中，把孔隙水压力的计算分解成静水压力、动水压力和超静水压力三个部分。

• the concept of additional flexibility tensor is introduced to indicate the influence of seepage pressure on the mechanic characteristics of rock mass.

  并提出采用渗透压力附加柔度张量的概念来定义渗透压力对巖体力学特性的影响。

• with engineering examples, the influence of seepage pressure on the stability of rock slope is mainly analyzed, as well as the anchoring reinforcement.

  结合工程算例，重点分析了渗透压力作用对巖体边坡稳定性的影响以及锚桿的加固作用。

• the action forces applied on rock mass of fracture network by seepage include two parts:hydrostatic seepage pressure and hydrodynamic seepage pressure(tangent hauling force applied on fissure walls).

  渗流对裂隙网络巖体的作用力包括渗透静水压力和渗透动水压力（裂隙壁切向拖曳力）两部分。