深部找矿钻探施工工艺与方法

介绍了在老矿区深部进行找煤所采用的工艺与方法,即在采空煤层井段采用风动潜孔锤钻进方法进行施工,在钻穿采空煤层后在深部采用绳索取心钻进方法施工。对施工中遇到的技术问题所采用的方法及取得的经验与教训进行了阐述。     

东胜煤田锡尼布拉格勘查区煤层对比

东胜煤田锡尼布拉格勘查区主要含煤地层为中侏罗统延安组,含煤层层数较多,且钻孔间距较大,煤层对比难度较大。根据区内勘查成果结合区域资料,采用煤层组合宏观结构、沉积旋回、地震波阻抗追索、测井曲线特征、标志层、煤层间距及煤层结构对比法等综合手段进行煤层对比,使3-1、4-1、4-2、5-1、5-2主要可采煤层达到对比可靠,3-2、3-3、4-1下等次要可采煤层和不可采煤层达到对比基本可靠的程度。     

山东济宁高硫煤与低硫煤煤层剖面地球化学特征研究

运用电感耦合等离子质谱（ICP-MS）、X射线荧光光谱（XRF）、离子选择电极（ISE）、显微镜光度计和煤化学等方法,对山东济宁矿区的高硫煤（太原组16号煤层）与低硫煤（山西组3上煤层）剖面的煤岩、煤质和煤地球化学特征进行研究。高硫煤中微量元素在垂向上呈现显著的变化规律：（1）Sr含量从煤层底板到顶板呈增高趋势,而Ba含量则相反;因而Sr/Ba比值从下向上呈逐渐变大趋势（0.04～47.7）;（2）Th/U比值从下向上也呈逐渐变大趋势（0.2～37.1）;（3）As含量在煤层顶板石灰岩（26.1μg/g）、透镜状黄铁矿夹层（14.7～19.3μg/g）中较高;（4）V、Cr、Co、Ni、Cu、Pb、Zn等元素在煤层底部和顶部分层中含量较高,而在煤层中部分层中含量较低;（5）Nb、Ta、Zr、Hf、Ga等元素从煤层的底部到顶部呈逐渐降低趋势;（6）煤中稀土元素总量（REE）,除透镜状黄铁矿夹层（第2、4、11分层）外,其它分层（第1、3、5、6、7、8、9、10分层）显示从上往下逐渐增高之规律性。低硫煤中微量元素的分布和垂向变化与高硫煤明显不同：As含量在14个煤分层中都较低（1.03～3.37μg/g）,Sr/Ba比值从下向上变化不大（0.4～2.2）,各个煤分层中稀土元素总量（REE）呈现随灰份含量增高而增高的变化趋势,低硫煤与高硫煤的稀土元素分布模式差别很大。上述研究结果表明济宁矿区高硫煤与低硫煤在地球化学特征上的差别,反映了上石炭统太原组与下二叠统山西组沉积环境和聚煤条件的差别,具有指相意义;太原组16号煤层中富集的硫及有害微量元素,对环境具有潜在危害。     

松软煤层井下泡沫钻进工艺试验

松软煤层瓦斯抽采孔的深孔施工技术在现有的钻进工艺下不能很好的满足要求。为了提高松软煤层钻进的时效和孔深,提出了煤矿井下松软煤层泡沫钻进工艺,并在淮北邹庄矿进行了现场试验。分析了3个试验孔的具体工况,提出了较为合理的解决方法,使钻孔深度达到了200 m。这不仅有效增加了在松软煤层中的成孔深度,提高了成孔率,还降低了孔口的粉尘污染。     

Regeneration of sand waves after dredging

Sand waves are large bed waves on the seabed, being a few metres high and lying hundreds of metres apart. In some cases, these sand waves occur in navigation channels. If these sand waves reduce the water depth to an unacceptable level and hinder navigation, they need to be dredged. It has been observed in the Bisanseto Channel in Japan that the sand waves tend to regain their shape after dredging. In this paper, we address modelling of this regeneration of sand waves, aiming to predict this process. For this purpose, we combine a very simple, yet effective, amplitude-evolution model based on the Landau equation, with measurements in the Bisanseto Channel. The model parameters are tuned to the measured data using a genetic algorithm, a stochastic optimization routine. The results are good. The tuned model accurately reproduces the measured growth of the sand waves. The differences between the measured weave heights and the model results are smaller than the measurement noise. Furthermore, the resulting parameters are surprisingly consistent, given the large variations in the sediment characteristics, the water depth and the flow field. This approach was tested on its predictive capacity using a synthetic test case. The model was tuned based on constructed predredging data and the amplitude evolution as measured for over 2 years. After tuning, the predictions were accurate for about 10 years. Thus, it is shown that the approach could be a useful tool in the optimization of dredging strategies in case of dredging of sand waves.     

毛乌素沙漠地震勘探历程及效果

总结陕西省煤田地质局物探测量队在毛乌素沙漠开展地震勘探攻关的三个阶段及各阶段取得的成果,认为该区虽然表浅层地震地质条件复杂,地震勘探难度较大,但勘探精度基本上可以达到解释5m断层的的精度。并以国家重大产业技术开发专项的依托工程,内蒙古鄂托克前旗新上海庙地区SZT井田三维地震勘探为例,对地震激发、接收技术进行改进,并采取精细静校、地表一致性振幅补偿等处理手段,结合多参数信息,进行资料精细解释。成果表明：依托工程野外原始资料甲级率达到70％以上,获得的三维数据体信噪比高,构造及煤层解释成果可靠、准确。     

新疆巴里坤县条湖矿区主煤层（M4）煤质特征及工业用途评价

条湖矿区位于三湖塘盆地中东部,含煤地层为中侏罗统西山窑组,主要可采煤层M4厚度大,煤层稳定,煤炭资源量较大。从煤的物理性质、煤岩特征、化学性质以及工艺性能等方面进行全面分析．认为本区M4煤层具有低水分、低中灰-低灰分,高-特高挥发分、特低硫、特低磷、特高热值、不具粘结性的性质,煤类为长焰煤（41CY）,是优质的动力用煤、煤化工用煤,良好的水泥回转窑用配煤、水煤两段炉用煤,同时也是很好的民用煤。     

Newmark sliding block model for pile-reinforced slopes under earthquake loading

Recent studies have demonstrated that the use of a discretely-spaced row of piles can be effective in reducing the deformations of slopes in earthquakes. In this paper, an approximate strain-dependant Newmark sliding-block procedure for pile-reinforced slopes has been developed, for use in analysis and design of the piling scheme, and the model is validated against centrifuge test data. The interaction of the pile within the slipping soil was idealised using a non-linear elasto-plastic (P–y) model, while the interaction within the underlying stable soil was modelled using an elastic response model in which (degraded) soil stiffness is selected for an appropriate amount of shear strain. This combined soil–pile interaction model was incorporated into the improved Newmark methodology for unreinforced slopes presented by Al-defae et al. [1], so that the final method additionally incorporates strain-dependent geometric hardening (slope re-grading). When combined with the strain-dependent pile resistance, the method is therefore applicable to analysis of both the mainshock and subsequent aftershocks acting on the deformed slope. It was observed that the single pile resistance is mobilised rapidly at the start of a strong earthquake and that this and the permanent slope deformation are therefore strongly influenced by pile stiffness properties, pile spacing and the depth of the slip surface. The model shows good agreement with the centrifuge test data in terms of the prediction of permanent deformation at the crest of the slope (important in design for selecting an appropriate pile layout/spacing i.e. S/B) and in terms of the maximum permanent bending moments induced in the piles (important for appropriate structural detailing of the piles), so long as the slip surface depth can be accurately predicted. A method for doing this, based on limit analysis, is also presented and validated.     

科尔沁沙地杨树苗木生长过程中蒸腾耗水规律研究

应用热平衡茎流测量技术,Li-6400光合作用测量系统和自动气象站,对科尔沁沙地杨树苗木生长过程中的蒸腾耗水规律及其与环境因子的关系进行研究。结果表明,杨树液流日变化曲线根据天气条件的不同呈现为多峰或宽峰状态,液流启动时间为04:30,并在21:00达到最低值。液流通量密度变化趋势与环境因子变化趋势相吻合,液流的变化是受各环境因子综合作用的结果。光合有效辐射(Q)和空气水蒸汽压亏缺(D)是杨树苗木蒸腾耗水的主要驱动因子,它们对于液流变化的影响快速而直接。杨树属于高耗水低水分利用型植物,适合在水分条件较好的立地条件下进行栽植。