内蒙古大黑山金矿地质特征及金矿物研究

大黑山金矿是赋存于大庙花岗碉体外接触带的破碎蚀变岩和石英脉型金矿,已发现矿脉８条,以２７号脉为主要矿脉。矿床分为２个成矿期和４个成矿阶段。主要载金矿物为黄铁矿、石英。成矿温度为２６０￣３１０℃,金的赋存状态为包裹体金、晶隙金及裂隙金;金矿物为自然金和银金矿。金矿的形成经历了多期、多阶段的成矿作用;金矿为浅－中深成矿的中温热液矿床。     

湖南沃溪金锑钨矿床稀土元素特征研究

对湖南活溪金锑钨矿床稀土元素特征的研究结果表明：在成矿过程中,稀土元素发生了从近矿围岩向含矿断裂带或成矿热液的迁移;成矿物质主要来自赋矿地层围岩,且具多源性;矿化程度不同的层脉石英矿石中的稀土总量具有明显的差异。同时指出了将热液金矿床中石英脉内稀土总含量作为找矿标志的可能性。     

新疆阿克苏东,西部雹云和非雹云雷达临近指标的统计特征值

根据阿克苏东部沙雅７１１雷达１９９４、１９９５年雷达资料以及西部农一师八团ＸＤＲ－Ｘ型７１１数字化雷达１９９６、１９９７年回波资料,利用多因子雹云判别方程,给出了东西部地区冰雹云及非冰雹云临近指标的统计特征值。     

沙纹弹道成因理论评析

运用风沙地貌蚀积原理对长期风靡于风沙地貌学研究领域的R·A·拜格诺跃移质冲击起动学说进行了评析,在肯定该学说正确方面和历史贡献的同时,对其中的沙纹弹道成因理论提出了异议。在分析弹道理论特点后认为,跃移质等量、等高、等距的三等特性是拜氏冲击起动学说在沙纹成因上的具体运用和观点的集中体现。分析认为沙粒跃移特性轨迹只存在于少量的跃移质中,且很少具有连续性;它不能取代普遍存在于风沙移动之中沙粒的3种运动形式,也无法体现沙粒两种起动的相互关系和沙粒在移动中所表现出来的高低不一,移距长短不同的差异性和分选性。评析强调沙粒起动和沙粒运移的多样性,在寻求它们的规律时,不应简化其多样性,或追求运动的单一性和特殊性。实验证明,沙纹无论在初始的形成阶段,还是在后续的演进阶段,均有风力起动和冲击起动的参与,而不是跃移质单一冲击的结果。沙纹有规则的排列主要是贴地夹沙气流周期性脉动的反映,而不是跃移质特性轨迹的重演。     

三峡坝区河谷深槽地貌特征及其成因

This paper describes valley bottom troughs of the Changjiang River and infers the geomorphologic development of troughs. Based on the morphology of the troughs, the following conclusions are drawn. (1) The deep troughs on the Three Gorges valley bottom are formed by river downcutting along the structural zones on the background of regional tectonic uplift at about 40-30 ka BP. (2) When river downcutting occurred in the river bed of Changjiang, the jets current (particularly eddy current) with a large number of pebbles ground and eroded the valley bottom, resulting in trough formation and deepening. Meanwhile, water currents with gravels and pebbles eroded the bank and the left wall of No.76 trough as well as the right wall of No.77 trough by striking, scouring, horizontal and vertical grinding. (3) The depth of the trough is mainly determined by the intensity of the water current and the consistency of bedrock against erosion, and is not controlled hv the altihlde of the sea level as the base level of erosion.     

湛江地区结构性软土的赋存规律及其工程特性

立足于土体演化的地质背景,以湛江地区第四系下更新统湛江组强结构性软土地层为依托,开展了宏观与微观土工试验研究,探求该区软土赋存规律与其强结构性的内在联系。研究表明,湛江软土是以陆相沉积为主的河控三角洲相(即海陆交互相)沉积层,由于受该区构造运动的强烈影响,该土集多种地质营力的复杂耦合作用而呈现出特殊的沉积特征;胶结作用是该土具有较高的结构强度的根本原因,其强结构性形成机理与当地广泛发育的红土极为相似。     

GPS用于鉴别振动变形的实验研究

为了科学地评价应用动态ＧＰＳ技术鉴别振动特征的能力及可行性,本文设计了若干个振动实验。实验数据的谱分析结果表明,利用ＧＰＳ观测数据可以精确地鉴别出振动特征,如相对位移和频率,并且当ＧＰＳ数据的采样频率为Ｆ时,至少可以分辨出约０．２５Ｆ以下的振动频率。该技术可应用于大型构筑物的安全监测。     

电力系统地震灾害分析

针对电力系统在历次地震中坡坏的状态,通过对主要高压电气设备,高压变站电气主接线系统,变电站系统以及电力网络系统的抗震可靠性分析计算,对电力系统地震灾害的特点进行了分析。在此基础之上,提出了提高电力系统抗震可靠性的措施和建议。     

The 1997 Umbria-Marche (Italy) earthquake sequence: analysis of the data recorded by the local and temporary networks

We present some preliminary results obtained from thejoined analysis of the data collected by the permanentand the temporary networks operating in the area ofthe earthquake sequence that followed (andanticipated) the 26 September, Central Italy, mainshocks. In particular, these earthquake data haveallowed us to determine a well constrainedwave-velocity model (both P and S) with stationcorrections which demonstrated to produce robusthypocentral locations. These velocity modelswith station corrections have been used forre-locating the whole September 1997–July 1998subset of data of the permanent network, and theprevious background seismicity, starting from May1996. The focal mechanisms of the largest events werealso obtained from an analysis of the first-motionpolarities.Our results indicate that 1) the seismic activityaligns on a SE-NW trend for a total length of about50 km of extension; 2) the focal depth of theseevents is restricted to the range 0–9 km; 3) mostevents can be related to sub-parallel SW dipping faultplanes; 4) focal mechanisms of the largest shocks(M_L > 4) show a coherent behaviour, withnormal fault solution on SSE-NNW striking, SW dippingplanes; 5) the space-time evolution of the activitydisplays a discontinuous mode of energy release, withdifferent episodes of activation and an apparentclustering of aftershocks at the edges of the areaswhich presumably ruptured in the main shocks.     

Complex site effects and building codes: Making the leap

The engineering community is aware of the importance of site effects, but it lags behind seismological studies when it comes to incorporating site effect considerations in design spectra for seismic norms. This lag is reflected in the conspicuous fact that current building codes make allowance for 1D site effects but ignore complex site effects. The purpose of this paper is to explore a way for including complex site effects in a building code environment. We take as example Eurocode 8, which is a modern code that exemplifies the current approach to site effect consideration. We examine the restrictions that we have imposed to make the problem of a feasible size and discuss the approach we have taken. We propose a strategy to incorporate a class of complex site effects in a design elastic spectrum.