New biostratigraphic data from the Cretaceous Bolinxiala Formation in Zanda, southwestern Tibet of China, and their paleogeographic and paleoceanographic implications

Planktonic foraminiferal fossil assemblages identified from the Bolinxiala Formation in Bolin, Zanda, southwestern Tibet of China, determine its age from latest Albian to Maastrichtian. The fossil contents of the Bolinxiala Formation allow its correlation with successions across a platform-to-basin transect of the Late Cretaceous Tethyan Himalaya passive margin. The ocean anoxic event at the Cenomanian–Turonian transition (OAE2) is located at the Whiteinella archaeocretacaea biozone in Zanda, but lithologically it is characterized by grey and bioturbated limestone, implying that during the OAE2 the shallow-water environments of the Tethyan Himalayan carbonate platform remained oxic. Paleogeographic reconstruction indicates that the Upper Cretaceous Oceanic Red Beds (CORBs) in southern Tibet are restricted to the slope and basinal environments but they are entirely missing in the shelf environments. This phenomenon suggests the formation of CORBs by oxidation of Fe(II)-enriched anoxic deep ocean seawater at the chemocline that separated the oxic surface ocean from anoxic deep ocean. For depositional environments above the chemocline, no CORBs would be expected. Because of the chemocline instability across different sedimentary basins, CORBs may be significantly diachronous, consistent with the occurrence of CORBs documented from global sedimentary basins.     

鄂东丰山矿田卡林型金矿地质地球化学特征

鄂东丰山矿田主要由丰山 (封山洞 )铜矿床、鸡笼山金铜矿床和李家湾铜矿床组成。经野外调查和室内研究 ,确认矿田内存在卡林型金矿 ,金平均品位约 5× 1 0 -6,远景储量在大型以上。该卡林型金矿的主要特征是 :(1 )分布于丰山斑岩体周围的中酸性岩脉发育区 ;(2 )容矿岩石为下三叠统大冶组薄层状 -纹层状和角砾状碳酸盐岩 ;(3)矿体主要受高角度断层控制 ,通常产于岩脉的一侧或附近 ;(4 )矿石普遍具白色细网脉状方解石化和碳泥化 ,裂面上常见黑色碳质被膜 ;(5 )金主要为次显微金 ;(6 )成矿物质主要来自矿源层 ,部分来自岩浆 ,成矿热液水主要来自大气降水     

红层与煤系复合结构覆岩采动破坏分析及其应用

许多矿区煤层采动影响范围内的覆岩层由红层和煤层共同构成。本文研究了山东省太平煤矿东区二叠系 3号煤层覆岩破坏和防水煤柱留设的问题 ,在对上覆第四系水文地质条件分析的基础上 ,对红层和煤系复合结构覆岩的工程地质特征和破坏状况进行了分析 ,确定了合理的防水煤岩柱高度 ,并经过开采验证 ,避免了水害发生.     

人工神经网络在煤层宏观结构解释中的应用

煤层中的宏观结构变化是我国众多煤田中普遍存在的地质现象,它对煤矿生产影响极大,是当前煤矿生产中急需解决的地质构造问题,利用工人神经网络可以解释煤层的分叉,合并及缺失等宏观结构问题,为矿井的采,掘工作的提供准确的地质资料。     

金华地区地下水同位素特征及更新能力研究

金华地区位于金衢盆地东段,对其地下水同位素特征及更新能力研究对于整个盆地地下水资源研究具有重要意义,通过分析研究区内稳定同位素氘(D)和氧(~(18)O)以及放射性同位素氚(~3H)和碳(~(14)C)的空间分布特征,建立了金华地区降水线方程为:δD=8.29δ~(18)O+15.9,讨论了地表水、潜水、红层地下水的环境同位素的组成特征,对潜水及红层地下水的更新能力进行了评价。结果表明,金华地区降水线方程斜率及截距均大于全球大气降水;潜水、红层地下水及地表水三者联系密切;潜水、红层地下水在接受降水的补给后经历了不同程度的蒸发作用;红层地下水D和~(18)O同位素明显向下游富集;潜水~3H值介于6.6～19.0TU,~(14)C年龄显示为现代水,因此其可更新能力较强,红层地下水放射性~(14)C年龄为3020～5360BP,可更新能力较弱,红层地下水3H值介于4.4～12.3TU,表明红层地下水中有现代水的混入,δ~(18)O随着地下水的年龄的增加而偏负。     

泥水平衡盾构用海水泥浆的改性试验研究

由于海水中富集大量可溶性盐类及各种金属离子成分,利用海水配置的海水泥浆具有相对密度大、胶体率低、稳定性差、失水量高等特点,不能满足泥水平衡盾构施工要求。为实现对海水泥浆改性以达到利用海水泥浆维持开挖面稳定,降低穿江越海盾构施工成本,选用CMC（羧甲基纤维素钠）、纤维素PAC（聚阴离子纤维素）、聚丙烯酸铵等8种添加剂进行海水泥浆性质变化试验,优选出对海水泥浆改性明显的添加剂,并分析优选添加剂掺入量和时间对海水泥浆性质的影响规律。同时,基于优选的添加剂CMC,利用泥膜形成试验平台进行改性海水泥浆地层渗透试验。研究表明：不同添加剂对海水泥浆性质变化差异较大,增黏剂PAC、CMC对海水泥浆的改性效果稍好,24 h离析出现浑浊层、混合层、絮凝沉淀层。海水泥浆对地层渗透的滤水量大于改性海水泥浆,泥皮也稍厚,但呈稀疏状态。可以推测,添加剂中和部分海水成分,呈絮凝沉淀,多余添加剂表现出对淡水泥浆的增稠作用。     

废弃泥浆底部真空−上部堆载预压模型试验研究

针对工程泥浆回填废弃矿坑处置的安全问题,开展底部真空和上部堆载预压处理废弃工程泥浆的模型试验,探讨该技术在废弃矿坑回填处置工程应用的可行性。试验结果表明,底部真空和上部堆载预压使得泥浆含水率显著降低及泥土的强度明显提高,处理一个月后,含水率从初始450%降低至95%～105%,体积减量达到73.4%;不排水强度由初始为0的状态提高至9.8～13.4 kPa。在初始的静置阶段,泥浆颗粒沉积存在重力分异现象,粗颗粒在底部沉积有助于缓解真空预压过程中淤堵问题。底部真空作用下,泥浆中孔隙水渗流方向并非完全一维向下,在径向存在水力梯度。处理后泥土压缩性与软土相近,渗透性优于软土。基于试验结果和大应变固结理论,考虑泥浆的自重固结以及压缩性与渗透性的非线性变化,利用有限差分法分析了单次回填厚度对泥浆层固结时间和减量效果的影响,提出了现场实施的工艺参数建议。     

极端条件下心墙泥浆料的渗透反滤试验研究

高土石心墙坝的渗透稳定性在很大程度上依赖于反滤层对心墙料的反滤保护作用。心墙在大坝蓄水和长期运行的条件下,要经历复杂的填筑加载、浸水饱和与水荷载的作用,在差异沉降、复杂结构应力作用、水力劈裂和渗透水流作用下,心墙一旦出现裂缝,其渗透稳定性及反滤层的保护作用就将面临严峻的考验。针对这一问题,设计了专门非常规的抛填土料反滤试验和泥浆渗透反滤试验,模拟心墙裂缝条件下其颗粒被冲刷起动后,被反滤料阻挡和淤积过程。试验结果表明,心墙料和反滤料满足反滤准则条件下,心墙颗粒被拦截和淤积在反滤层上游表面,反滤料能有效防止心墙颗粒的流失,反滤层在极端条件下对心墙料仍能起到有效的反滤保护作用。     

‘Bond cycles’ recorded in terrestrial Pleistocene sediments of southwestern British Columbia,Canada

Recent data from exposures of terrestrial Pleistocene sediments in the Fraser Lowland of southwestern British Columbia reveal at least two ‘Bond cycles’ within Oxygen Isotope Stage 2. The maximum of the Coquitlam Stade coincides with the timing of Heinrich event H2, the Port Moody Interstade with Dansgaard–Oeschger (D–O) interstade 2, the maximum of the Vashon Stade with H1, and the Fort Langley interval with D–O interstade 1. The Sumas Stade apparently preceded H0 (Younger Dryas) but could have been in response to the same climatic signal. The timing of Sumas advances may be explained by a combination of glacio-isostatic rebound, destabilisation of the ice margin, and rapid movement over a short distance on soft muddy beds of a rising sea floor, thereby leading the timing of North Atlantic events by hundreds of years. In contrast, Coquitlam and Vashon advances were mainly over permeable glaciofluvial sediments and because of this their maxima probably did not precede the timing of H2 and H1. The Port Moody Interstade coincided with the global Last Glacial Maximum, due in part to the moderating effect of moist summer storms in a southward-shifted jet stream that influenced the Fraser Lowland at that time. Copyright © 1999 John Wiley & Sons, Ltd.