钻孔压灌粉煤灰混凝土桩复合地基的应用研究

通过工程实例，介绍了钻孔压灌粉煤灰混凝土桩的施工技术，说明了其施工工艺及特点，并利用6组静荷载试验成果，对粉煤灰混凝土桩复合地基的承载力特性进行了分析。     

临南地区石油运移方向与成藏期次研究

根据原油及油砂抽提物中含氮化合物分析、原油生物标志成熟度参数及储层流体包裹体烃类成分分析,研究了临南地区石油运移的方向、距离、成藏期次。结果表明临南油田仅有一期油气运聚成藏过程,属中新世末形成的成熟原油,4 甲基甾烷含量较高。曲堤油田存在两期油气运聚成藏过程,早期原油成熟度低,4 甲基甾烷含量低,运移距离较远,成藏后大部分散失 ;晚期充注的原油成熟度较高,4 甲基甾烷含量也较高,并保存至今。     

An experimental investigation of water level effects on the dynamic behaviour of a large arch dam

The need for full‐scale dynamic tests, which are recognized as the most reliable method to evaluate a structure's vibration properties, is increasing as new analysis techniques are developed that take into account the complex interaction phenomenons that occur in dam–reservoir–foundation systems. They are extremely useful to obtain reliable data for the calibration of newly developed numerical methods. The Earthquake Engineering and Structural Dynamics Research Center (CRGP) at the University of Sherbrooke has been developing and applying dynamic testing methods for large structures in the past 10 years. This paper presents the experimental evaluation of the effects of the varying water level on the dynamic response of the 180 m Emosson arch dam in Switzerland. Repeated forced‐vibration tests were carried out on the dam during four different periods of the reservoir's filling cycle during a one‐year span. Acceleration and hydrodynamic pressure frequency responses were obtained at several locations while the dam was subjected to horizontal harmonic loading. The variation of the resonant frequencies as a function of the reservoir level is investigated. A summary of the ongoing numerical correlation phase with a three‐dimensional finite element model for the dam–reservoir–foundation system is also presented. Copyright © 2001 John Wiley & Sons, Ltd.     

PREDICTION OF LOCATION OF HIDDEN ORE DEPOSITS IN THE AGED ORE FIELDS:AN EXAMPLE FROM FENGHUANGSHAN ORE FIELD,TONGLING,CHINA

This paper discusses the strategy for successfully predicting the location of potential hidden ore bodies in aged ore field,and presents the result of location prediction of hidden ore bodies in Fenghuangshan ore field,Tongling.Innovative conceptual targeting procedures based on a genetic understanding of mineralization systems,carefully geological investigation and correct deduction,together with new geochemical and geophysical technology and integrating of comprehensive information are all very important for the successful prediction.In the aged Fenghuangshan ore field,through researching by application of the metallogenic theory of polygenetic compound ore deposits and triple-frequency induced polarization method and exploration tectono-geochemical method,we predicted location and quality of hidden ore bodies.According to the prediction,hidden high quality Cu-Au ore bodies of skarn type and porphyry type have been discovered.     

随机地震动场激励下拱坝多点输入的抗震可靠度分析

本文首次将空间随机地震场输入用于拱坝随机振动分析之中，与拱坝三维动力学有限元法结合，完成了三维拱坝在空间随机地震动场作用下的随机振动分析方法及算法的研究，另外考虑动力和静力的叠加，提出了三维空间随机地震动场的拱坝抗震可靠度分析方法，最后编制了相应的程序，对小湾拱坝进行了抗震可靠度分析，并与随机变量的结果进行了比较。     

新的金矿物—珲春矿（Au2Pb）

珲春矿产于吉林东部珲春河第四系冲积砂金矿中,矿物粒度十分细小,常与自然金或阿纽依矿(AuPb_2)呈文象交生。在光学显微镜下新鲜面为灰白色,金属光泽,氧化后颜色变暗。等轴晶系,Fd3m空间群,显微硬度128～149kg/mm~2。化学成分:Au 63.38％～66.26％,Pb 31.60％～24.64％,Ag 1.76％～2.96％。矿物化学式为Au_2Pb。     

河北洞子沟银(铜金)矿床成矿地质特征及成因探讨

论述了洞子沟银（铜、金）矿床成矿地质背景和地质特征,成矿地质时代及矿床成因,并从硫同位素、氢氧同位素及包体成分、稀土元素等探讨了成矿物质来源,矿床硫同位素变化范围窄,δ３４Ｓ＝（－０．４９～＋２．８）×１０－３,硫同位素组成以重硫型为主,接近陨石硫同位素组成。δ１８ＯＨ２Ｏ＝１２．９×１０－３,δＤＨ２Ｏ＝－７３×１０－３流体包裹体成分反映出成矿热液以岩浆来源为主,并混合了部分大气降水及雨水。提出本矿床是地洼区内的多因复成矿床。     

湖北省铜山口铜(钼)矿床成矿流体水岩反应数值模拟

湖北省铜山口铜(钼)矿床是一典型的夕卡岩 斑岩复合型矿床。通过对其流体包裹体的系统研究,确定了成矿流体的成分及温压条件;结合矿床学的研究,将成矿过程分解为两个平行的成矿阶段,即夕卡岩型矿化阶段和斑岩型矿化阶段。根据Johnson和Reed等人建立的水 岩反应模型,对该矿床的成矿流体与围岩的反应并析出金属沉淀的过程进行了数值模拟计算。结果表明:在斑岩型矿化阶段,成矿流体系统出现等焓减压沸腾过程并沉淀出大量的金属矿物,成矿流体分异为低盐度流体和高盐度流体;在夕卡岩型成矿阶段,沉淀出典型的夕卡岩矿物;在整个成矿过程中,成矿流体的pH值逐渐升高。模拟计算结果与实际地质现象非常吻合,说明所建立的水 岩反应模型可以为理解这一类复合型金属热液矿床的形成机制提供一个新的思路。     

纳米科技与粘土矿物学研究的思考

纳米科技已在地学领域取得了重要研究成果。粘土矿物学在材料科学中占有重要的地位,有必要建立“纳米粘土矿物学”这一学科,其研究手段与纳米科技一致,研究内容主要包括：纳米粘土矿物微粒矿物学、纳米粘土矿物体系物理学、纳米粘土矿物化学、纳米粘土矿物材料学和纳米粘土矿物加工学。本文进一步对纳米粘土矿物的检测方法和检测标准、聚合物／纳米粘土矿物复合材料的产业化提出了思考。     

中(下)承式拱桥吊杆静张力分析方法的改进

在中(下)承式拱桥的有限元模型中,引入了由于施工中吊杆长度调整而产生的几何刚度矩阵,用一阶矩阵摄动理论,导出了相应的吊杆系静张力分析的相关公式。对一实际中承式拱桥的数值计算分析表明,使用本方法可有效地提高中(下)承式拱桥的吊杆静张力分析的准确性。