摘要
以陕北榆树湾井田为地质原型,采用柔性隔水层物理相似模拟试验,初步得出了该井田顶板岩层及粘土隔水层在开采影响下的破坏规律,发现顶板基岩关键层仍然是隔水层稳定性控制的关键,指出隔水层下沉梯度TS为控制隔水层导水裂隙出现的指标。
The subsidence movement law of overburden and subsurface water resisting layer of Yushuwan coal field in northwestern China are studied by simulating model test. Through the specific simulating study on the simulating material of real clay of water resisting layer, the physical simulating model is made to simulate the stress-strain capacity of clay layer under mining conditions. Based on the simulating test, it is found that the movement of soft clay water-resisting layer is followed the movement of under hard layer. And the key parameter to control the stability of water resisting layer is to reduce the subsiding grade Ts, and the basic caving law of overburden roof strata is given as well.
出处
《煤田地质与勘探》
CAS
CSCD
北大核心
2006年第5期34-37,共4页
Coal Geology & Exploration
基金
国家自然科学基金(50574074)
教育部科学技术研究重点项目(204183)
新世纪优秀人才支持计划(2005)资助
关键词
浅埋煤层
隔水层
相似模拟
保水开采
shallow seam
water resisting layer
simulating model test
holding-water-mining