1) Pore brine
孔隙卤水
2) pore water
孔隙水
1.
The distribution characteristics of heavy metal elements in the pore water of sediment, Dianshan Lake;
淀山湖沉积物孔隙水中重金属元素分布特征
2.
The geochemical characteristics of free gases and pore water from core sediments in Dongsha Area,South China Sea;
东沙群岛海域沉积物游离烃和孔隙水特征及其地球化学意义
3.
The chemical characteristics of pore water and its environmental impact in Zhangji Well Field;
张集水源地孔隙水化学特征及其环境效应
3) Porewater
孔隙水
1.
Studies on toxicity characteristics and factors in sediment and porewater of rivers in Hong Kong;
香港河流及近海表层沉积物和孔隙水的毒性研究
2.
Analysis of change of the nutrient concentration in porewater with depth indicates the relation between the oxidative-reductive conditions and the nutrient concentration.
对沉积物中孔隙水营养盐浓度随深度的变化分析,表明了沉积物孔隙水中营养盐浓度变化与氧化还原环境的关系。
3.
Distribution and Exchanging Characteristics of Porewater Nutrients in Tidal Sediments-Water Interface;
通过2月枯季和8月洪季样品的采集、室内分析和测试,对滨岸带潮滩沉积物孔隙水中营养盐含量的分布、迁移和扩散通量进行了初步研究。
4) crevice water
孔裂隙水
1.
Comprehensive administration for shaft crevice water in Liujia Coal Mine;
六家煤矿立井筒孔裂隙水的综合治理
5) pore pressure
孔隙水压
1.
Numerical analysis on pore pressure of clay under shock load;
冲击荷载作用下粘土孔隙水压的数值分析
2.
Numerical simulation to influence of pore pressure magnitude and gradient on fracture propagation in brittle heterogeneous rocks;
孔隙水压力对岩石裂纹扩展影响的数值模拟
3.
Researches have shown that soil s dynamic responses and deformations mainly depend on the variance of the pore pressure.
研究表明:地震作用下土体的动力特性及变形特性与超静孔隙水压力的发展变化密切相关,因此,在土体动力分析过程中考虑孔隙水压的影响是非常必要的。
6) pore water pressure
孔隙水压
1.
Formulations of stability calculation of landslides are presented by the improvement of the force analysis of soil slices with random distribution of pore water pressure in slip zone.
通过对滑坡土条的受力分析进行改进,建立起能考虑滑带内存在任意孔隙水压分布情况下的稳定性计算公式。
2.
Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed.
通过室内淤泥质饱和软粘土的动力固结试验,考虑不同锤重和落距组合情况,对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。
3.
Through in-situ test, the influence of pipe jacking on earth pressure, pore water pressure, groundwater level movement, displacement of earths surface and the rule of the degree and area in disturbed soil can be found.
通过对顶管工程的现场试验,得到了顶管施工对土压力,孔隙水压力,水位以及深层土体位移和地表位移的影响,从中得出了顶管施工对土体扰动的大小及其扰动范围的规律,并从理论上分析了原因,为顶管工程的应用提供了参考。
补充资料：催化剂孔隙度(degree of catalyst pole)
分子式：
CAS号：
性质：又称催化剂孔隙度(degree of catalyst pole)。多孔性催化剂颗粒内微孔的总体积，单位是ml/g。其大小由催化剂制备条件决定。
CAS号：
性质：又称催化剂孔隙度(degree of catalyst pole)。多孔性催化剂颗粒内微孔的总体积，单位是ml/g。其大小由催化剂制备条件决定。
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