随机地震荷载作用下饱和粉土的液化特性

为了考虑随机地震荷载作用下饱和粉土的液化特性，研究了如何通过合理的地震响应分析确定饱和粉土层受到的随机地震荷载，进一步探讨了随机地震荷载作用下的动三轴试验技术，以及利用此种试验分析饱和粉土液化特性的方法。研究结果为形成判别饱和粉土层地震液化可能性的新方法提供了依据。     

用扭剪试验成果求剪切模量的计算公式

土的剪切模量是土工计算重要参数之一，通常是用弹性模量与们松比间接求得。本文结合扭转翼板仪的工作原理及其边界条件，推出用扭转力矩M和扭转剪切角θ直接求取剪切模量的计算公式。     

鄂北—豫南地区榴辉岩相岩石变质作用演化特征

鄂北－豫南地区榴辉岩相变质岩石类型多样，其野外产状和岩石化学特征反映了原地变质成因。根据区域地质及榴辉岩相变质岩石的野外产状，结合榴辉岩中石榴石绿辉石的Ｆｅ２＋－Ｍｇ互换温度计所计算出的峰期变质温度，将本区榴辉岩分为两类，一类为中温榴辉岩，产于晚太古界—早元古界大别群，为Ｂ类榴辉岩，由绿帘角闪岩相岩石进变质形成。榴辉岩相变质作用分为两阶段，首先为柯石英榴辉岩相阶段，其峰期变质条件为Ｔ＝６００℃～７００℃，Ｐ＝２．７～３．０ＧＰａ，然后近等温降压，出现蓝闪石等含水矿物，为蓝闪石榴辉岩相阶段，此时水活度在榴辉岩相变质过程中起着重要作用；另一类为低温榴辉岩，产于中元古界七角山组，为Ｃ类榴辉岩，由蓝片岩相岩石进变质形成，其峰期变质条件为Ｔ＝４９０℃～５６０℃，Ｐ＜１．５ＧＰａ。中温榴辉岩与低温榴辉岩具有不同的变质作用特征。最后讨论了本区高压变质带的成因演化。     

泰和盆地构造和演化初探

我国大部分地区的小新生代盆地的成生、演化受断裂构造的控制,泰和盆地即是严格受断裂构造控制的走滑拉张型盆地。本文着重从盆地的基底构造、盆缘断裂构造及盆地同生、后期构造阐述了它们与盆地形成和演化的关系。     

浙江省千岛湖西部地区旅游资源功能分类及开发建议

以１∶５万区域地质调查资料为基础，详细论述了千岛湖西部旅游资源的特点，据其功能划分为水文景观、生物景观、地学景观、地史遗迹、休闲渡假、人文景观和土特产品７大类，并对不同类型的旅游资源提出了开发建议     

滇西西盟地区前泥盆纪变质岩系的变形构造格架

滇西西盟一带是保山—掸邦地块在我国境内的一个基底岩系出露地区。该地区的前泥盆纪变质岩系可划分成两个构造层，下部为元古代构造层，由变质深度达角闪岩相的怕可杂岩系组成，发育３期南北向的变形构造；上部为早古生代构造层，由低绿片岩相变质的王雅组、允沟组组成，发育两期呈南北向的变形构造。变形构造表明，西盟变质岩系的主期构造格架以怕可—老街子背形叠瓦垛为主导构造要素，由背驮式扩展的向东逆冲的盲逆冲断裂系组成，王雅—允沟反冲叠瓦扇是盲逆冲断裂系的盖层响应变形系统，并以向西逆冲的推覆构造为特征     

内蒙古西拉木伦断裂带韧性变形特征

西拉木伦断裂带在早二叠世末发生了韧性右行走滑，形成了包括韧性右行走滑带、韧性压扁带及弱韧性变形带在内的韧性变形带。据动力和运动分析，表明该韧性变形带为一普通剪切带，其中韧性右行走滑带在平面上以简单剪切为主，韧性压扁带在平面上以纯剪切为主。     

Ages of Lueliang Group and Its Metamorphism in Mt.Lueliang Region,Shanxi Province：Evidence form Single Grain Zircon U—Pb Dating

Presented in this paper are the newly obtained grain zircon U-Pb ages of volcanic rocks of the Lueliang Goup and associated Kuanping granitic migmatitic gneiss in Shanxi Province.The zircon U-Pb ages of bimodal volcanic rocks(basalt and rhyolite)of the Upper Lueliang Group indicate that the rocks erupted at about 2100 Ma.So the Lueliang Group was formed during the Early Proterozoic.In the area studied the second-stage metamorphism experienced by the Lueliang Group is the dominant one which took place at about 1806 Ma.i.e.,during the late Early Proterozoic.     

Radon,Lung Cancer Risk and Environmental Geology in Gejiu Area

The incidence of lung cancer in the Gejiu area of Yunnan Province ranks the first in the world.The radon level(indoor,soil) was measured in the Gejiu area by the SSNTD method from 1990 to 1996,The result indicates an extensive high-level of indoor radon in that area though U and Th are lower in local limestones,The indoor radon level of houses located in the geologic fault zone is 6 times high that 2km far from the fault zone.The reason probably is that the radon level of soil in the fault is 6-8 times high that 1 km far from the faults.our data indicate that a lower range of radon levels,0-100Bq.m^-3,exists in healthy families.However,a higher radon level,over 800 Bq.m^-3,is often found corresponding to that of cancer patients‘ homes(the house-owners are suffering from either lung cancer or leukaemia or liver cancer),Obviously,an increase in lung cancer incidence follows an increase in indoor radon level,The risk of cancer induced by indoor radon is no longer an inference,but a fact.     

Site effects at a vertical accelerometer array near Paducah, Kentucky

The downhole vertical accelerometer array VSAP near Paducah, KY, consists of three-component accelerometers at the surface, the top of the McNairy Formation (−41 m), and the top of the Paleozoic bedrock (—99 m). The array is at the northern end of the Mississippi Embayment, and it was installed to verify the ground-motion modeling for the site, assuming a significant earthquake in the New Madrid Seismic Zone. Accelerograms from 4.2 and 2.0 m_b earthquakes were used to check aspects of the modeling pertaining to linear behavior of the soil column, and to review the soil column models derived by drilling and geotechnical methods and through the use of high-resolution P- and SH-wave seismic refraction in reflection techniques. Results of the study indicate that for the linear case the soil column models derived by the two techniques are equivalent, and that the most important boundary in the soil column, with respect to amplification of the ground motions, is the interface between the limestone bedrock and soil.