用载炭泡塑吸附原子吸收法测定地质样品中金

为达到简便、快速、准确测Au的目的，以泡塑为载体负载一定量的活性炭制成载炭泡塑，研究标准回收、酸度、流速及干扰试验结果，制定用载炭泡塑吸附，火焰原子吸收法测定地质样品中Au的实验方法，对部级含Au标样进行精度分析，并将测定外检样品的结果与活性炭富集及泡塑吸附法的测定结果做对照，表明该法具有较好的精密度和准确度，检出限为0.1ug/g，适合地质样品中Au的测定。     

矿井地质条件分类指标初探

本文通过对矿井地质条件分类指标进行探讨，提出“同采地质块段”作为矿井地质条件分类的唯一指标，并在廿台河矿区取得了较好的应用效果。     

柯树北岩体岩石谱系单位的建立及构造环境分析

柯树北岩体为陆壳改造型（S型）花岗岩，具有结构和成分演化序列，运用岩石结构列序法，将其划分为6个单元，归并为1个超单位，按侵入体空间展布形式，岩体地质学，岩石学，构造地球化学等资料，提出了岩浆侵位是受区域拉张应力控制的认识。     

芜湖市航运局综合楼地基处理失误诱发地面塌陷的治理

论述航运局综合楼地基所在处的地形地貌、水文地质、工程地质条件；分析地基基础盲目施工诱发造成建筑场地工程地质灾害和危及周国民居安全的原因，提出防治措施，合理施工，治理塌陷，并取得较好效益。     

北衙红色粘土型金矿地质特征和成矿条件

本文系统研究了北衙红色粘土型金矿的地质特征和矿床类型，并从金矿产出的地质背景入手，分析其形成条件，认为是本区很有代表性的一种新的金矿类型，对矿区增储和区域找矿具有重大意义。     

江苏省地质遗迹及其保护规划建议

该文在全省地质遗迹进行系统调查基础上，筛选出具有代表性的地质遗迹99个，归为17个类型，并对其进行评价，确定地质遗迹的保护级别，提出相应的有效保护措施及合理的开发规划建议。     

The earthquake sequence of May 1951 at Jucuapa, El Salvador

Three earthquakes that happened over two days in May 1951 caused extensive damage to villages in a small area of eastern El Salvador (Central America). Contemporary hypocentral solutions indicated focal depths, confirmed by re-calculations using available seismic data, of the order of 90 km, suggesting events associated with the subducted Cocos plate. Macroseismic observations strongly indicate that the earthquakes were of very shallow focus and this is supported by wave-form modeling and the appearance of seismograms recorded in Guatemala. A re-evaluation of the location and source characteristics for these events is presented, together with a fault plane solution and additional macroseismic evidence. The implications for seismic hazard and risk assessment in Central America, where shallow earthquakes of moderate magnitude, frequently occurring in clusters, pose the greatest threat to settlements which, like the area affected by these events, are concentrated along the axis of Quaternary volcanoes.     

Scattering of seismic waves by cracks in multi-layered geological regions: II. Numerical results

The mechanical model for plane strain, time-harmonic seismic wave propagation problems in cracked, multi-layered geological regions with surface topography and non-parallel interfaces was described in the first part of this work. Here, this model is used to investigate the response of such a region to the presence of traveling elastic waves generated by a seismic source. The computational methodology that was developed in the first part is based on a combination of both the regular (displacement-based) and the hypersingular (traction-based) Boundary Integral Equation Method (BIEM). First, the accuracy and convergence characteristics of this hybrid BIEM are studied. Then, a series of problems involving four different configurations of a reference geological deposit with both interface and internal cracks are solved, for a loading that is due to a seismically-induced pressure wave propagating upwards from the underlying rigid half-plane. The purpose of the numerical study is to investigate the influence of various key parameters of the problem, such as frequency and incidence angle of the incoming wave, size of the surface relief, location and size of the buried cracks, interaction effects between cracks and finally the presence of layers, on both the scattered displacement field and the stress concentration field.     

A Reliability Based Expert System for Assessment and Mitigation of Landslides Hazard Under Seismic Loading

Different models were developed for evaluating the probabilistic three-dimensional (3-D) stability analysis of earth slopes and embankments under earthquake loading using both the safety factor and the displacement criteria of slope failure.The probabilistic models evaluate the probability of failure under seismic loading considering the different sources of uncertainties involved in the problem. The models also take into consideration the spatial variabilities and correlations of soil properties. The developed models are incorporated in a computer program PTDDSSA.These analysis/design procedures are incorporated within a code named SARETL developed in this study for stability analysis and remediation of earthquake triggered landslides. In addition to the dynamic inertia forces, the system takes into consideration local site effects.The code is capable of assessing the landslide hazard affecting major transportation routes in the event of earthquakes and preparing earthquake induced landslide hazard maps (i.e., maps showing expected displacements and probability of slope/embankments failure) for different earthquake magnitudes and environmental conditions. It can also beused for proposing a mitigation strategy against landslides.     

Probabilistic Seismic Hazard Assessment Along the Southeastern Coast of Vietnam

On the basis of the analysis of geological, tectonic characteristics and earthquake manifestation features, a causative relation between geodynamic regime and seismicity has been established for the southeastern coastal zone and continental shelf of Vietnam. The probabilistic methods have been used to evaluate ground shaking effects at Nha Trang city aswell as for the entire study area. Short, intermediate and long term predictions of ground shaking (in the form of peak ground accelerationmaps) show high risks in the coastal zone of central Vietnam and in the southeastern continental shelf of the country.