中国煤炭
中國煤炭
중국매탄
CHINA COAL
2015年
6期
63-67
,共5页
宋世杰%赵晓光%王双明%张勇
宋世傑%趙曉光%王雙明%張勇
송세걸%조효광%왕쌍명%장용
煤炭开采%开采沉陷%覆岩岩土比%数值模拟%榆神矿区
煤炭開採%開採沉陷%覆巖巖土比%數值模擬%榆神礦區
매탄개채%개채침함%복암암토비%수치모의%유신광구
coal mining%mining subsidence%overlying strata's rock-soil ratio%numerical simulation%Yushen mining area
以榆神矿区小保当井田2-2煤层覆岩为地质原型,基于区域地质条件和3个代表性钻孔构建了30个不同岩土比类型的数值模型,运用数值模拟试验的方法研究在地质条件和开采工艺相同的情况下,覆岩岩土比对开采沉陷的影响规律。研究结果表明:在250 m和300 m 埋深水平下,下沉系数都会随着岩土比的增大而减小;在350 m 埋深水平下,下沉系数整体上呈现随岩土比增大而变小的趋势(岩土比为2∶1的点除外)。针对3种不同埋深水平建立了岩土比与下沉系数的量化关系;在不同的埋深水平下,岩土比对下沉系数的影响程度不同,随着埋深的增加,下沉系数的减小幅度基本表现为先变大后变小。
以榆神礦區小保噹井田2-2煤層覆巖為地質原型,基于區域地質條件和3箇代錶性鑽孔構建瞭30箇不同巖土比類型的數值模型,運用數值模擬試驗的方法研究在地質條件和開採工藝相同的情況下,覆巖巖土比對開採沉陷的影響規律。研究結果錶明:在250 m和300 m 埋深水平下,下沉繫數都會隨著巖土比的增大而減小;在350 m 埋深水平下,下沉繫數整體上呈現隨巖土比增大而變小的趨勢(巖土比為2∶1的點除外)。針對3種不同埋深水平建立瞭巖土比與下沉繫數的量化關繫;在不同的埋深水平下,巖土比對下沉繫數的影響程度不同,隨著埋深的增加,下沉繫數的減小幅度基本錶現為先變大後變小。
이유신광구소보당정전2-2매층복암위지질원형,기우구역지질조건화3개대표성찬공구건료30개불동암토비류형적수치모형,운용수치모의시험적방법연구재지질조건화개채공예상동적정황하,복암암토비대개채침함적영향규률。연구결과표명:재250 m화300 m 매심수평하,하침계수도회수착암토비적증대이감소;재350 m 매심수평하,하침계수정체상정현수암토비증대이변소적추세(암토비위2∶1적점제외)。침대3충불동매심수평건립료암토비여하침계수적양화관계;재불동적매심수평하,암토비대하침계수적영향정도불동,수착매심적증가,하침계수적감소폭도기본표현위선변대후변소。
Taking the overlying strata of 2 -2 coal seam in Xiaobaodang mine field in Yushen mining area as geological model,30 numerical models with different rock-soil ratio were struc-tured on the basis of regional geological conditions and 3 typical drillings. With the method of nu-merical simulation,the effect law of the rock-soil ratio on the mining subsidence was researched under the same geological condition and mining technology. The results showed that the subsid-ence coefficient would decrease with the increase of the rock-soil ratio at the buried depth of 250 m and 300 m;at the buried depth of 350 m,the subsidence coefficient decreased with the increase of rock-soil ratio as a whole except that the rock-soil ratio was 2∶1. The quantitative relation be-tween the subsidence coefficient and the rock-soil ratio was built under three different depth lev-els. Under the different depth levels,the degree of the effect of the rock-soil ratio on the subsid-ence coefficient was different,and with the increase of buried depth,the decrease extent of the subsidence coefficient got bigger before it got smaller.