态矢量--分析地震活动性的一种新方法

态矢量来源于统计物理学，是一种对连续场进行粗粒化描述的方法。现移植到地震学中用以定量地刻画地震活动性的演化，取得较好的结果。作者分析研究了几个著名震例(海城地震、唐山地震、昆仑山口西地震)，发现地震前其态矢量均有显著的变化，因此认为它可能是大地震的一种前兆，而用之于地震预报。     

断层面上迹线产状及总断距确定

除了深、大断裂等复杂断层以外，研究一般断层都需利用岩层、岩脉等各自的迹线。迹线的产状实质上是空间二斜面相交线的产状，属于立体几何学等数学范畴。地质上早就用赤平投影等方法估测。本文中数学计算方法是对前人方法的补充，精度可高达分、秒。介绍的产状网虽属估测，但制作简便。求解断层两盘相对运动力和总断距等的方法，美国有毕令斯的画法几何，前苏联有莫尔恰诺夫和瓦依涅尔曼的图解分析法。本文的迹线计算法避免了繁杂的作图过程，而所得结果和美、苏方法相同。 文章还对断层擦痕、牵引褶皱及断层旁侧派生的节理能否指示相对运动，提出新见。     

一典型工况模拟系统

利用以时钟中断驱动的后台定时任务群调度,选用成熟的标准RS-232C异步通讯设备,建立可靠的上／下位机通讯数据流向系统;利用SVGA显示系统中丰富的控制寄存器设计一套高效模块化图形程序,并用之于工况模拟系统,从而减少了前台作业的工作时间,确保计算机在指定周期内完成所有的任务。     

磁通门磁变仪状态函数的测定与记录的校正计算

对磁通门磁变仪状态函数的测定方法进行了研究，提出了磁通门磁变仪标度值——状态函数的测定和磁通门磁变仪记录的校正计算方法。     

Dynamic Method of Seismic Casualty Assessment

The concept of Initial Casualty Matrix is introduced. Using some probability distribution functions, the initial casualty matrix of masonry is determined. The dynamic method of seismic casualty assessment is established and then applied to the Tangshan earthquake data, with some conclusions drawn.     

超长灌注桩检测结果分析

本文通过四根超长大直径灌注桩单桩竖向承载力静载荷试验以及其它方法检测结果可知 ,超长桩承载力与使用反循环工艺、缩短成孔成桩时间、合理的泥浆性能、桩身混凝土完整性以及清渣彻底性有着密切相关。     

Seismic reliability analysis of earth slopes under short term stability conditions

Different models were developed for evaluating the probabilistic three-dimensional (3-D) stability analysis of earth slopes and embankments under earthquake loading. The 3-D slope stability model assumed is that of a simple cylindrical failure surface. The probabilistic models evaluate the probability of failure under seismic loading considering the randomness of earthquake occurrence, and earthquake induced acceleration and uncertainties stemming from the discrepancies between laboratory-measured and in-situ values of shear strength parameters. The models also takes into consideration the spatial variabilities and correlations of soil properties. The probabilistic analysis and design approach is capable of obtaining the 2-D and 3-D static and dynamic safety factors, the probability of slope failure, the earthquake induced acceleration coefficient, the yield acceleration coefficient, the earthquake induced displacement, and the probability of allowable displacement exceedance taking into account the local site effect. The approach is applied to a well known landslide case: Congress Street Landslide in Chicago. A sensitivity analysis was conducted on the different parameters involved in the models by applying those models to the Congress Street landslide considering different levels of seismic hazard. Also, a sensitivity analysis was carried out to study the sensitivity of computed results to input parameters of undrained shear strength, and corrective factors. A comparison was made between the different models of failure. The parametric study revealed that the hypocentral distance and earthquake magnitude have major influence on the earthquake induced displacement, probability of failure and dynamic 2-D and 3-D safety factors.     

The character and reactivation history of the southern extension of the seismically active Clarendon–Linden Fault System, western New York State

Integration of 11 types of data sets enabled us to determine the location, character and fault history of the southern extension of the Clarendon–Linden Fault System (CLF) in southwestern New York State. The data sets utilized include detailed stratigraphic and fracture measurements at more than 1000 sites, soil gas anomalies, seismic reflection profiles, well logs and lineaments on air photos, topographic maps, Landsat and SLAR images. The seismically active CLF consists of as many as 10 parallel, segmented faults across the fault system. The fault segments are truncated by NW-striking cross-strike discontinuities (CSDs). The faults of the CLF and intersecting CSDs form fault blocks that have semi-independent subsidence and uplift histories. East-dipping reflectors in the Precambrian basement indicate the southward continuation of thrusts of the intra-Grenvillian Elzevir–Frontenac Boundary Zone. These thrusts were reactivated during Iapetan rifting as normal (listric) growth faults. In Ordovician Black River to Trenton time, the southern CLF segments experienced a second phase of growth fault activity, with faults displaying a cumulative stratigraphic throw of as much as 170 m. Thrusting on the same east-dipping Precambrian reflectors typified the CLF in Taconic (post-Trenton) times. Detailed comparisons among the fault segments show that the fault activity in Silurian and Devonian times generally alternated between the western and central main faults. In Late Devonian time, the fault motion reversed from down-on-the-east to down-on-the-west about the time the Appalachian Basin axis passed across the CLF in its westward migration. The deep Precambrian faults of the CLF were thus reactivated as the Appalachian Basin developed in Acadian times. Finally, the CLF thrust fault imaged on seismic line CLF-1 offsets all bedrock (Devonian) units; thus, significant motion occurred along this fault during Late Acadian, or more likely, Alleghanian time.     

论采矿权的物权特征

物权是现代社会经济生活中极为重要的权利。运用物权原理论述了采矿权作为财产性权利所具有的他物权、排他性、不动产权、用益物权特征,并阐述了采矿权与矿产资源国家所有权的关系,分析了采矿权物权特征在我国采矿权法律制度中的重要作用。     

三峡库区巫山县新城址工业区滑坡的成因机制研究

移民是三峡工程成败的关键。巫山县新城址的地质问题是当前学术界关注和争议的焦点,也是库区具有普遍性的问题。本文根据滑坡的地貌和结构特点,应用岩体结构控制论,提出了滑坡的成因机制,认为滑坡经历了先期滑动和后期改造的过程。这种滑坡成因机制的提出为解决三峡库区众多疑难地质问题奠定了基础。