1) hydraulic pressure permeability
水压力渗透性
1.
There are capillary pressure permeability,hydraulic pressure permeability,and ion permeability(or concentration difference) on the basis of driving forces of concrete permeability.
根据混凝土渗透性驱动力的种类,将其概念划分为毛细孔压力渗透性、水压力渗透性和浓度差渗透性(或称离子渗透性)三种。
2) seepage pressure
渗透水压力
1.
Based on long-term monitoring and analysis of internal horizontal displacement and seepage pressure,it shows that there is shallow slow deformation in slope Ⅰa nd Ⅱo f Hongshibao landslide,which is affected by rainfall;and the deformation is not obvious in deep layer.
通过对红石包滑坡内部水平位移和渗透水压力长期监测分析,表明其中的Ⅰ和Ⅱ号滑坡浅层存在缓慢变形,与降雨关系密切;其深层未见变形。
3) hydraulic permeability
水力渗透性
4) hydrostatic seepage pressure
渗透静水压力
1.
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.
岩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。
2.
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。
5) hydrodynamic seepage pressure
渗透动水压力
1.
, hydrostatic seepage pressure and hydrodynamic seepage pressure (seepage body force).
渗流对等效连续岩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。
2.
The characteristic of seepage through dam body and layers in Longtan roller compacted concrete dam(RCCD)is analyzed, the hydrostatic and hydrodynamic seepage pressures in RCCD and their effects on stress in the dam are also presented.
结合龙滩水电站工程 ,分析碾压混凝土重力坝坝体及碾压层 (缝 )面渗流的特点 ,提出碾压混凝土坝渗流的渗透静水压力和渗透动水压力及其对坝体应力的影响机理 ,采用有限元数值方法计算出渗流场影响下的龙滩坝应力场分布。
6) Osmotic Pressure
渗透压力
1.
The problem that the osmotic pressure of the outwater wells in every pumping station is too high during the first water diversion experiment and later developments are emphatically discussed.
简要介绍了引黄工程泵站建筑物的结构特性、安全监测情况以及通水以后安全监测量的变化特点,集中讨论了首次试通水期监测数据反映出的各泵站普遍存在的出水竖井渗透压力过大的问题及其后续发展情况,从一个角度揭示了引水工程安全监测工作的重要意义。
2.
In the stress and stability analysis of dam and rock slope with Finite Element Method (FEM), face loads are usually used to act on one side of elements of the interface between dam and foundation and the structural planes for simulation of the osmotic pressure on the interface and the planes.
用有限元法分析大坝、岩体边坡的应力和稳定性时,不少人在坝基面和结构面单元的某一侧上施加面力,用以模拟作用在这些面上的渗透压力。
补充资料：水压
1.物体在水中所受的水的压力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条