江西变质基底类型及变质地层的划分对比

根据近期区调、科研的新资料,将江西省北、中、中南部的变质基底划分为江南型、混杂型和华南型三类,并对变质地层层序与时代进行了划分对比。     

高产高效矿井地质条件的定量预测与检验模型

提出地质等性块段法与模糊综合评判法相结合评价煤层开采地质条件的方法对评价指标系统、验证指标系统、指标值赋值及合成,权系数和算子选定,评价方法及评价结果的验证,评价工作流程作了阐述,通过实例证明该方法客观可靠,有推广价值。     

围压下构造煤的孔隙度和渗透率特征实验研究

利用岩石孔隙度和渗透率测量系统,对不同煤质及不同类型构造煤的孔隙度和渗透率进行测试,结果表明,随围压增加构造煤的孔隙度和渗透率降低;不同煤质和不同类型构造煤有不同的变化规律,并进一步探讨了煤的结构,气体压力,气体成分等因素的作用机理。     

改进的核函数在红岩矿矿井涌水量预测中的应用

运用伏特拉核函数基本理论,建立了南桐矿区红岩煤矿矿井涌水量的线性、非线性核函数模型,介绍了计算核孙数模型所用的递归算法,同时对模拟结果的残差进行了分析,并用ＡＲ模型进行了改进。     

煤矸石合成莫来石熟料研究

研究了煤矸石加氢氧化铝及氧化铝合成莫来石熟料的可行性。实验表明,采用煤矸石和氢氧化铝可在１５００℃完成莫来石化反应,到１５５０℃可得到接近理论密度的莫来石熟料,采用煤矸石和工业氧化铝反应,可在１５５０℃全部合成莫来石,到１６００℃可得到接近理论密度的莫来石熟料,采用煤矸石加α－Ａｌ２Ｏ３所得样品性能良好,化学成分最纯。     

腐泥煤变质系列热解色谱和氯仿沥青“A”的特点

对滕县、淄博两煤田与腐殖煤共生的不同煤级的腐泥煤进行了热解和氯仿沥青“Ａ”的族组份分析,获得如下认识：热解的结果,Ｔｍａｘ、Ｓ１、Ｓ３、Ｉｐ全部高于共生腐殖煤,Ｉｔ全部低于共生腐殖煤,Ｓ２和Ｃｐ在低煤化阶段高于腐殖煤,而中,高煤化阶段则低于腐殖煤;氯仿沥青“Ａ”都随煤级的增高而减少,腐泥煤全部高于腐殖煤,腐泥煤从低煤级到高煤级其族组份的排序从饱和烃＞非烃＞芳烃＞沥青质变化到非烃＞芳烃＞沥青质＞饱和烃;而腐殖煤族组份的排序则从沥青质＞芳烃＞非烃＞饱和烃＞沥青质。     

姚楼井田B煤防水煤岩柱留设研究

根据姚楼井田地质勘探所取得的资料,分析了Ｂ煤开采上覆岩土层的水文地质结构及工程地质特征,对该井田厚松散层含水层下近露头带开采的防水煤岩柱尺寸作出了评价,为开采设计提供了初步依据。     

QUATERNARY FOLDING OF THE XIHU ANTICLINE BELT ALONG FORELAND BASIN OF NORTH TIANSHAN

Tianshan is one of the longest and most active intracontinental orogenic belts in the world. Due to the collision between Indian and Eurasian plates since Cenozoic, the Tianshan has been suffering from intense compression, shortening and uplifting. With the continuous extension of deformation to the foreland direction, a series of active reverse fault fold belts have been formed. The Xihu anticline is the fourth row of active fold reverse fault zone on the leading edge of the north Tianshan foreland basin. For the north Tianshan Mountains, predecessors have carried out a lot of research on the activity of the second and third rows of the active fold-reverse faults, and achieved fruitful results. But there is no systematic study on the Quaternary activities of the Xihu anticline zone. How is the structural belt distributed in space?What are the geometric and kinematic characteristics?What are the fold types and growth mechanism?How does the deformation amount and characteristics of anticline change?In view of these problems, we chose Xihu anticline as the research object. Through the analysis of surface geology, topography and geomorphology and the interpretation of seismic reflection profile across the anticline, we studied the geometry, kinematic characteristics, fold type and growth mechanism of the structural belt, and calculated the shortening, uplift and interlayer strain of the anticline by area depth strain analysis.
In this paper, by interpreting the five seismic reflection profiles across the anticline belt, and combining the characteristics of surface geology and geomorphology, we studied the types, growth mechanism, geometry and kinematics characteristics, and deformation amount of the fold. The deformation length of Xihu anticline is more than 47km from west to east, in which the hidden length is more than 14km. The maximum deformation width of the exposed area is 8.5km. The Xihu anticline is characterized by small surface deformation, simple structural style and symmetrical occurrence. The interpretation of seismic reflection profile shows that the deep structural style of the anticline is relatively complex. In addition to the continuous development of a series of secondary faults in the interior of Xihu anticline, an anticline with small deformation amplitude(Xihubei anticline)is continuously developed in the north of Xihu anticline. The terrain high point of Xihu anticline is located about 12km west of Kuitun River. The deformation amplitude decreases rapidly to the east and decreases slowly to the west, which is consistent with the interpretation results of seismic reflection profile and the calculation results of shortening. The Xihu anticline is a detachment fold with the growth type of limb rotation. The deformation of Xihu anticline is calculated by area depth strain analysis method. The shortening of five seismic reflection sections A, B, C, D and E is(650±70) m, (1 070±70) m, (780±50) m, (200±40) m and(130±30) m, respectively. The shortening amount is the largest near the seismic reflection profile B of the anticline, and decreases gradually along the strike to the east and west ends of the anticline, with a more rapidly decrease to the east, which indicates that the topographic high point is also a structural high point. The excess area caused by the inflow of external material or outflow of internal matter is between -0.34km² to 0.56km². The average shortening of the Xihubei anticline is between(60±10) m and(130±40) m, and the excess area caused by the inflow of external material is between 0.50km² and 0.74km². The initial locations of the growth strata at the east part is about 1.9~2.0km underground, and the initial location of the growth strata at the west part is about 3.7km underground. We can see the strata overlying the Xihu anticline at 3.3km under ground, the strata above are basically not deformed, indicating that this section of the anticline is no longer active.     

贵州瓮安玉山煤矿煤质特征及其影响因素

玉山煤矿含煤地层为吴家坪组,可采煤层2层,具有中灰、中等挥发分、高硫分、低磷分、特低—低氯,低砷、高氟,中高发热量的煤质特征,煤类丰富,呈条带状分布。通过对区内沉积环境和煤的变质作用2个方面的分析,阐述了形成煤层高硫、中灰特征的影响因素,解释了煤类分带现象,并指出了主要煤质指标的变化规律。     

小牛煤矿晚二叠世含煤地层沉积环境与聚煤规律

小牛煤矿位于贵州省内水城矿区的格目底向斜东段北翼,含煤地层为晚二叠世龙潭组,含煤性好。通过对小牛煤矿含煤地层及其含煤性的研究,确定了研究区的沉积环境是海陆过渡相中的三角洲沉积类型,并初步建立了沉积模式,龙潭早期和晚期均有较好的聚煤作用发生并叠加,是聚煤的最佳场所,含煤性最好。