煤层底板突水系数计算公式的探讨

根据从诸多濒临带压开采威胁的煤矿中得到大量的第一手资料,运用多元统计分析方法,揭示出了煤层底板突水这种地质现象的演化和特征的内在联系和规律,建立了矿压对煤层底板破坏深度的计算式。通过对以往煤层底板突水系数计算公式进行对比、分析、推理和总结,克服了以往计算公式的不足,继承和发展了公式的优点,得出了考虑因素较全面和较科学的突水系数计算式,从而为解决煤层底板隔水岩柱薄弱地带或断裂陷落柱薄弱地带的煤矿安全生产提供了一套行之有效的解决方法。这套公式在太原西峪煤矿和晋城矿务局(西区)得到了应用,证明是一种行之有效的方法。     

浅议反射法混凝土厚度检测

隧道衬砌、路道、路面楼板等只有一个检测面,冲击回波法成为新的厚度及缺陷检测方法.由冲击回波法与基桩反射法的共性及特性揭示了这种方法的机理及频域与时域检测2种不同施测方法以及对激振的不同要求.用惠更斯菲涅尔带分析了水平分辨率,最后说明该种方法的技术关键.     

青藏高原周缘地区大地震发生的地球物理条件的新认识

青藏高原周缘是我国的主要强震区之一，也是地球物理场变异带和地壳陡变带，前人研究的结果表明强震的发生与它们有密切的关系。在前人研究的基础上经过仔细分析，认为强震往往发生在地球物理场变异带和地壳陡变带等值线由密集变为舒缓或斜坡带上，这可为地震地点的预测、潜在震源区的划分、地震参数的确定，提供基本的必要条件。     

Cyclic tests on large‐scale models of existing bridge piers with rectangular hollow cross‐section

Cyclic tests on two large‐scale models of existing bridge piers with rectangular hollow cross‐section were performed in the ELSA laboratory. The prototype structure is an existing reinforced concrete highway bridge constructed in Austria in 1975. The piers presented several seismic deficiencies and consequently they showed poor hysteretic behaviour and limited deformation capacity as well as undesirable failure modes that do not comply with the requirements of modern codes for seismic‐resistant structures. Experimental data are compared to numerical and empirical predictions. Copyright © 2003 John Wiley & Sons, Ltd.     

论层序地层学与含油气系统在油气勘探中的联系——以鄂尔多斯中生代盆地为例

虽然层序地层学与含油气系统理论的各自研究对象和研究方法不同，但由于层序地层学研究对象(沉积岩)是含油气系统研究对象(油气)的载体，二者可以由含油气盆地分析有机的结合起来。层序地层分析包含了对含油气系统的地质要素及成藏作用载体的分析，因而沉积层序的组成单元与含油气系统的地质要素有必然的联系：在一个沉积盆地的数个沉积层序中，成熟烃源岩往往是地史中具一定埋深、分布广、厚度大、有机质含量高的凝缩层，这个凝缩层往往是一个构造超层序的最大海(湖)泛面；储集岩往往是成熟烃源岩之上层序的低水位体系域或紧邻成熟烃源岩的高水位体系域；有效盖层为储集岩之上层序的水进体系域及凝缩层；成熟烃源岩之上的沉积层序为上覆岩层；低水位体系域储集岩有可能沿上倾方向尖灭，被层序界面及其上层序的水进体系域岩性圈闭；除构造裂缝外，低水位体系域下切谷可作为油气向上运移通道；一个含油气系统往往跨越不同的沉积层序甚至构造超层序。     

上奥陶统底界全球辅助层型剖面在我国的确立

国际奥陶系分会于 1 995年在美国拉斯维加斯召开的第七届国际奥陶系大会上确立了奥陶系的三统六阶划分方案后 ,笔者等即参加了确立上奥陶统底界的国际工作组。这一工作组由 S.M.Bergstrom和 S.C.Finney为主 ,先后考察了美国亚拉巴马州的 Calera剖面 ,中国的新疆柯坪大湾沟剖面 ,中国甘肃平凉官庄剖面和瑞典 Scania的 Fagelsang剖面 ,经过五年的对比研究 ,于 2 0 0 0年确立了瑞典的Fagelsang剖面为上奥陶统底界的全球层型剖面和点位 ( GSSP) ,中国的新疆大湾沟剖面和美国的亚拉巴马的 Calera剖面为上奥陶统底界的两个全球辅助层型剖面 …     

Pn arrivals and lateral variations of Moho geometry beneath the Kaapvaal craton

Pn arrivals from mining-induced earthquakes on the edge of the Witwatersrand basin show that the P wavespeeds in the uppermost mantle are almost constant throughout most of the Kaapvaal craton. The presence of only small wavespeed variations allows the use of a simple method of estimating crustal thicknesses below the stations of the Kaapvaal broad-band network using Pn times that has been compared with results from receiver functions. One thousand three hundred thirty-seven Pn arrivals were used to derive crustal thicknesses at 46 stations on the Kaapvaal craton. The average crustal thicknesses for 19 centrally located stations on each of the northern and southern regions of the craton that yielded well-constrained thicknesses were 50.52±0.88 km and 38.07±0.85 km, respectively. In contrast, the corresponding average thicknesses determined from receiver functions were 43.58±0.57 km and 37.58±0.70 km, respectively. The systematically lower values for receiver functions in the northern part of the Kaapvaal craton that was affected by the Bushveld magmatism at 2.05 Ga, suggest that the receiver functions do not enable the petrological crust mantle boundary to be reliably resolved due to variations in composition and metamorphic grade in a mafic lower crust. The Pn times also suggest pervasive azimuthal anisotropy with maximum wavespeeds of about 8.40 km/s at azimuths of about 15° and 217° in the northern and southern regions of the craton, respectively, and minimum wavespeeds of about 8.25 km/s.     

Origin and tectonic significance of a Mesozoic multi-layer over-thrust system within the Yangtze Block (South China)

In the Yangtze Block (South China), a well-developed Mesozoic thrust system extends through the Xuefeng and Wuling mountains in the southeast to the Sichuan basin in the northwest. The system comprises both thin- and thick-skinned thrust units separated by a boundary detachment fault, the Dayin fault. To the northwest, the thin-skinned belt is characterized by either chevron anticlines and box synclines to the northwest or chevron synclines to the southeast. The former structural style displays narrow exposures for the cores of anticlines and wider exposures for the cores of synclines. Thrust detachments occur along Silurian (Fs) and Lower Cambrian (Fc) strata and are dominantly associated with the anticlines. To the southeast, this style of deformation passes gradually into one characterized by chevron synclines with associated principal detachment faults along Silurian (Fs), Cambrian (Fc) and Lower Sinian (Fz) strata. There are, however, numerous secondary back thrusts. Therefore, the thin-skinned belt is like the Valley and Ridge Province of the North American Applachian Mountains. The thick-skinned belt structurally overlies the thin-skinned belt and is characterized by a number of klippen including the Xuefeng and Wuling nappes. It is thus comparable to the Blue Ridge Province of Appalachia.The structural pattern of this thrust system in South China can be explained by a model involving detachment faulting along various stratigraphic layers at different stages of its evolution. The system was developed through a northwest stepwise progression of deformation with the earliest delamination along Lower Sinian strata (Fz). Analyses of balanced geological cross-sections yield about 18.1–21% (total 88 km) shortening for the thin-skinned unit and at least this amount of shortening for the thick-skinned unit. The compressional deformation from southeast to northwest during Late Jurassic to Cretaceous time occurred after the westward progressive collision of the Yangtze Block with the North China Block and suggests that the orogenic event was intracontinental in nature.     

往复荷载作用下矩形钢管混凝土压弯构件承载力计算

本文基于往复荷载作用下矩形钢管混凝土压弯构件的实验结果，比较了国内外比较典型的设计规范(程)，包括英国BS5400(1979)、美国ACI318—99(1999)和AISC-LRFD(1999)、日本AIJ(1997)、欧洲EC4(1994)、中国GJB4142-2000(2001)和福建省地方标准(送审稿)，及本文数值方法在计算往复荷载作用下矩形钢管混凝土压弯构件承载力的差异。结果表明，在进行往复荷载作用下矩形钢管混凝土压弯构件承载力计算时，各种计算方法获得的承载力都偏于安全，其中，数值计算结果与实验结果最接近，GJB4142—2000(2001)的计算结果与实验结果吻合程度稍差，ACI318—99(1999)，EC4(1994)和福建省地方标准(送审稿)的计算结果比实验结果约低20％，而BS5400(1979)、AISC—LRFD(1999)和AIJ(1997)的计算结果比实验结果总体上低30％以上。本文结果可供进行矩形钢管混凝土结构设计时参考。     

沂沭断裂带中部地区地震波速及地壳厚度的测定

选取1990～2001年发生在沂沭断裂带中部地区的23次ML2．3～4．0级地震为基础资料，对沂沭断裂带中段及附近地区地震波速进行了研究。结果表明，研究区-↑Vp=5．83km／s，-↑Vs=3．54km／s。同时，根据反射波走时方程，得出该地区反射波速度Vp11=6．21km／s，Vs11=3．65km／s和平均地壳厚度为37km。