扬子地块北缘武当山岩群与耀岭河岩群不整合接触关系的地质意义

鄂西北南化塘地区中元古界武当山岩群由三个岩段组成，其原岩分别以火山角砾岩、岩屑凝灰岩及晶屑凝灰岩为主。它们的空间展布与上覆上元古界耀岭河岩群高角度相交，三岩段所显示出早期褶皱也只限于武当山岩群内部，与上覆岩群的构造轮廓极不谐调，耀岭河岩群没有经历过这一期变形。因此，武当山岩群与耀岭河岩群之间最初存在着明显的角度不整合接触。该区域不整合面的厘定和早晋宁运动的确认将改变以往关于扬子地块北缘构造层的划分及构造演化历史的认识，对研究秦岭造山带的造山过程具有重要意义。     

湘东北醴陵地区石英脉型金矿床成矿预测探讨

通过对湘东北醴陵地区地质资料进行新的分析和认识,对区域地层、构造、地球化学异常及区内各种矿异常信息进行综合分析,建立相应的综合信息找矿预测模型,通过该模型成功预测出找矿靶区,并取得很好的地质找矿效果。     

河南小秦岭金矿控矿条件分析及找矿前景

本文从矿源层控矿构造、区域变质、混合岩化、岩浆作用及多期次的热液成矿叠加作用等方面对金矿的控矿条件进行了较深入的分析，进一步提出了淘金沟─贵家峪一带为找金远景区；在文峪的深部可能有糜棱岩型或黄铁矿型金富集段的存在。     

柠檬酸发酵中的限制性因子

回顾柠檬酸发酵生化机制的发展历史，综合多年来的研究成果和结合生产实践中出现的问题，推断最有可能的柠檬酸发酵途径。影响柠檬酸发酵的限制性因子有Ｆｅ２＋、Ｍｎ２＋、Ｍｇ２＋、Ｋ＋、Ｐｉ、ＡＤＰ、ＡＴＰ、ＧＴＰ、ＣＯ２等，它们分别作用于发酵的关键酶顺乌头酸酶、丙酮酸羧化酶、柠檬酸合成酶、丙酮酸激酶等。生产实践中应该根据不同菌株而选择控制Ｆｅ２＋、Ｍｇ２＋、Ｍｎ２＋，Ｋ＋等金属离子。     

广西融水杆洞铜矿床地质特征初探

杆洞铜矿床赋存于广西桂北最老地层─—中元古界四堡群中，矿体呈脉状产于杆洞花岗斑岩体及其外接触带围岩中，受ＮＮＥ向断裂裂隙构造控制明显，矿石具细脉浸染状、块状构造，矿石平均品位Ｃｕ０．７８５—１．７４８％，矿石矿物主要为黄铜矿、斑铜矿、辉铜矿、黄铁矿，局部伴生方铅矿、闪锌矿，脉石矿物有石英、绢云母、绿泥石、黑云母，围岩蚀变主要为石英绢云母化与绿泥石化、黄铁矿化、硅化，据此认为属岩浆热液交代充填脉型矿床。     

紫阳滑坡治理工程实例分析

本文介绍紫阳骨坡治理工程中有关抗滑桩的设计与施工。文中详细地论述了设计中设计人员应根据工程的具体情况去灵活处理的一些技术问题，如确定有关参数的选择原则，计算上的条件简化和一些具体技术细节的处理方法等．     

A 16 ka climate record deduced from δ^13C and C/N ratio in Qinghai Lake sediments, northeastern Tibetan Plateau

1 INTRODUCTION δ13C in organic matters from lacustrine sedi- ments varies with several factors including aquatic plants, vegetation type in the catchment, atmos- pheric CO2 concentration, climate (temperature and precipitation), and properties of water, …     

Southern high latitude climate anomalies associated with the Indian Ocean dipole mode

1 INTRODUCTION In southern high latitudes, recent observations have shown a standing mode of ACW (Antarctic Circumpolar Wave) with eastward propagation across the Southern Ocean of the Antarctic in co- varying SST (sea surface temperature) and SLP (sea le…     

226Ra and 228Ra in the seawater of the western Yellow Sea

1Introduction Therearefourradiumisotopesinnature,ofwhich224Ra,226Raand228Rahavebeenwidelyinvestigated inmarineresearch,butthespecificactivityof223Rais toolowtobemeasured,therefore,itsapplicationsarelimited(Moore,1969;Broeckeretal.,1976;KuandLin,1976;Nozak…     

FEM for stability analysis against overturning of portal water injection sheet pile

Portal water injection sheet pile （PWISP）, as a retaining wall, appeared in seashore engineering in 2000. Although there have been many systematic methods addressing the issue, there are very few focusing on the new structure because of the difficulties in defining the earth pressure between the two piles. A new method is proposed in this paper to obtain the earth pressure between the PWISPs. Stability analysis against overturning follows as a consequence. Using Finite Element Analysis （FEA） software ANSYS, both the nonlinear characteristics of the soil and those of the contact elements are taken into account to obtain the earth pressure distribution on the contact surface. Based on the results of the FEA, Rankin＇s theory and the slip plane theory, the formula of the earth pressure on the inner surfaces between the piles is given. Assuming the PWISP as the analysis object and the earth pressure as an outside force acting upon it, the equation of stability against overturning of the PWISP is presented. Finally, some parameters are discussed about the stability of the PWISP against overturning, such as the embedded depth of the front pile, the distance between the two rows of piles, the internal friction angle and the cohesion of the earth. The results show that the increase of the cohesion and the internal friction angle will decrease the distance and the embedded depth, and therefore enhance the stability against overturning. Specifically, when the distance is 1/3-2/3 of the maximal excavation depth, the two rows of piles give the best performance in stability.