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1)  unconsolidated confined aquifer
松散承压含水层
1.
Mechanism of supports crushing accident and its preventive measures during coal mining near unconsolidated confined aquifer;
邻近松散承压含水层开采工作面压架机理与防治
2.
By using the specially designed simulator for unconsolidated confined aquifer,experiments on the load transfer mechanism of unconsolidated confined aquifer were carried out for the first time both at home and abroad.
利用专门设计的实验模拟装置,首次就松散承压含水层的载荷传递机理进行了实验研究。
2)  loose aquifer
松散含水层
1.
Based on geological and mining conditions of Baodian Colliery and occurrence characteristic of loose aquifer,a set of successful mining experience of 1316 Full-mechanized Caving Mining Face of 1st Mining Area under loose aquifer of quaternary system was concluded here.
根据鲍店煤矿的地质采矿条件,结合松散含水层的赋存特征,总结了一采区1316综放工作面在第四系松散含水层下开采的成功经验。
2.
Based on the geological and mining conditions and occurrence characteristics of loose aquifer of Xinglongzhuang Colliery,water bursting cause of 4303 full-mechanized caving mining face under loose aquifer was analyzed,the prevention measures of the 3rd aquifer and reasonable dimension of coal pillar for sand proof were discussed in this paper.
根据兴隆庄煤矿地质采矿条件,结合松散含水层赋存特征,分析了四采区4303综放工作面第四系松散含水层出水的原因,探讨了防治三含水的技术途径和留设防砂煤柱的合理尺寸。
3)  water bearing soft strata
含水松散层
1.
Numerical simulation study on the damage rule of overlying strata in mining under water bearing soft strata
含水松散层下煤层开采覆岩破坏规律的数值模拟研究
4)  confined aquifer
承压含水层
1.
Study on determination of parameters for confined aquifer with Whole Curve-Matching Method;
用全程曲线拟合法确定承压含水层参数的研究
2.
A mathematical water-pumping model of single wells withdrawing water from confined aquifers and its analytical analysis considering soil-particle movements;
考虑土体颗粒运动的承压含水层单井抽水数学模型及其解析分析
3.
Analysis of steady under-groundwater flow in the confined aquifer by finite layer method;
承压含水层地下水稳定流的有限层分析
5)  under unconsolidated water-bearing strata
松散含水层下
6)  thick aqueous soil layers
厚松散含水层
1.
The results reveals a mechanism of subsidence by mining in mines with thick aqueous soil layers and is of significance in increasing accuracy of subsidence prediction.
通过实验、实测和理论分析 ,研究了永夏矿区厚松散含水地层内部非采动沉陷原因 ,揭示了厚松散含水层地区开采沉陷特殊性的机理 ,对提高开采沉陷预测的精度具有重要意义。
补充资料:受压含水层

confining aquifer ,雨水降落地面后,一部份沿地面流至河海一部份渗透入土壤中。其中一小部份附着于土壤颗粒表面成为附着水,其余受重力作用渗入地下达到不透水层。此地下水受水力坡降的作用开始横向流动,土壤空隙充满水无空气存在,称含水层。如果含水层在两不透水层中间则称为受压含水层,其静水压力较大气压力为高。

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