1) seepage tensor of the grouted rock mass
灌浆后岩体渗透张量
2) seep in grouting
渗透灌浆
1.
The pile bottom post pressure grouting technology could raise a bored pile s bearing capacity by grouting cement to the end of the pile According to the construction experience ,the working mechanism of pile end grouting appeared to be seep in grouting mainly,and the bearing capacity was composed of the friction of pile side,the resistance and friction of the consolidated bod
介绍了桩底后压浆技术,通过向桩底进行注浆可消除孔底沉渣的不利影响,并提高单桩承载力;通过工程实例分析表明,在卵石层中其灌浆机理主要表现为渗透灌浆,其承载力由3部分组成,即桩身部分的摩擦力、固结体部分的摩擦力和固结体的底部阻力。
3) osmotic grouting in rock mass
岩体渗透注浆
4) damage of grouted rock mass
灌浆后岩体损伤
5) seepage tensor
渗透张量
1.
scientific solution of equivalent seepage tensor of rock mass,abbr.
根据对岩体结构面及地下水渗流量的调查和观测,概化出渗透结构面及其分组,利用极值控制法求出渗透结构面的渗透系数,进而求出岩体初始渗透张量;基于初始渗透张量及观测渗流量利用有限元法反求岩体等效渗透张量。
2.
anisotropic seepage characteristics of the limestone aquifers, using back -calculation and finite analysis methed (FAM) , it obtains the seepage tensor of the rock mass Then ?the quantitative calculations of the possible amount of seepage for the inter -river land mass at different storage water lev.
据地下水长观资料及石灰岩含水层渗流的非均质各向异性特征,用有限分析法(FAM)反求了岩体的渗透张量。
6) permeation tensor
渗透张量
1.
With the field survey of rock mass structural faces as the basis, the discrete mediator permeation model is set up, a calculation of the REV(Representative Element Volume) equivalent permeation tensor is conducted, and the boundary element method is used to simulate and investigate the underground drainage effectiveness of different permeation tensor conditio.
以现场典型岩体结构面调查为依据,建立了离散介质渗流模型,计算了表征单元体的等效渗透系数张量,应用边界元数值法模拟研究了不同渗透张量情况下的疏干排水效果。
补充资料:渗透通量
分子式:
CAS号:
性质:膜分离过程中,单位时间内单位膜面积上的物质透过量。渗透通量=渗透系数×推动力,式中的渗透系数为单位时间内单位膜面积上在单位推动力作用下的物质透过量。
CAS号:
性质:膜分离过程中,单位时间内单位膜面积上的物质透过量。渗透通量=渗透系数×推动力,式中的渗透系数为单位时间内单位膜面积上在单位推动力作用下的物质透过量。
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