辽宁省铁-法煤田地表沉陷变形研究

针对铁-法煤田因采矿引发的地面沉降和地面塌陷两种地质灾害进行研究,认为采法、采区、采深、采高、顶板管理是影响沉陷灾害的直接因素;岩性、构造、水文地质条件及矿坑降水是影响沉陷灾害的间接因素。其中矿坑降水是不可忽视的重要因素。根据地下水降深、降落漏斗影响半径、岩土工程地质性质,计算降水引发的地表沉降值、水平移动、倾斜、曲率现状值。现有的地表变形曲线为采矿和降水引发地表变形曲线的叠加。可得出可靠的灾害危险性分区。     

层状介质中膨胀圆台体震源模型的应力场、应变场及位移场计算

用两层介质中存在的一膨胀圆台体作为模型以便模拟地幔物质上涌孕震的力源模式．计算了层状介质结构条件下结构底部膨胀圆台模拟力源在不同横向、纵向尺度以及不同锥角时的应力场、应变场及位移场的变化．结果表明，介质中及地表附近的应力场、应变场、位移场不仅与上涌力源的几何参数和物理参数有关，而且也受到层状介质结构参数的制约和影响．这种数值模拟不仅为解释上地幔物质向地壳下部侵入的现象提供了一种有意义的方法，而且表明对于考虑地幔物质上涌孕震过程有关的前兆场分布而言，必须认真考虑介质结构不均匀性问题．     

Sedimentologic and stratigraphic constraints on emplacement of the Star Kimberlite, east–central Saskatchewan

Diamond-bearing kimberlites in the Fort à la Corne region, east–central Saskatchewan, consist primarily of extra-crater pyroclastic deposits which are interstratified with Lower Cretaceous (Albian and Cenomanian) marine, marginal marine and continental sediments. Approximately 70 individual kimberlite occurrences have been documented. The Star Kimberlite, occurring at the southeastern end of the main Fort à la Corne trend, has been identified as being of economic interest, and is characterized by an excellent drill core database. Integration of multi-disciplinary data-sets has helped to refine and resolve models for emplacement of the Star Kimberlite. Detailed core logging has provided the foundation for sedimentological and volcanological studies and for construction of a regionally consistent stratigraphic and architectural framework for the kimberlite complex. Micropaleontologic and biostratigraphic analysis of selected sedimentary rocks, and U–Pb perovskite geochronology on kimberlite samples have been integrated to define periods of kimberlite emplacement. Radiometric age determination and micropaleontologic evidence support the hypothesis that multiple kimberlite eruptive phases occurred at Star. The oldest kimberlite in the Star body erupted during deposition of the predominantly continental strata of the lower Mannville Group (Cantuar Formation). Kimberlites within the Cantuar Formation include terrestrial airfall deposits as well as fluvially transported kimberlitic sandstone and conglomerate. Successive eruptive events occurred contemporaneous with deposition of the marginal marine upper Mannville Group (Pense Formation). Kimberlites within the Pense Formation consist primarily of terrestrial airfall deposits. Fine- to medium-grained cross-stratified kimberlitic (olivine-dominated) sandstone in this interval reflects reworking of airfall deposits during a regional marine transgression. The location of the source feeder vents of the Cantuar and Pense kimberlite deposits has not been identified. The youngest and volumetrically most significant eruptive events associated with the Star Kimberlite occur within the predominantly marine Lower Colorado Group (Joli Fou and Viking Formations). Kimberlite beds, which occur at several horizons within these units, consist of subaerial and marine fall deposits, the latter commonly exhibiting evidence of wave-reworking. Black shale-encased resedimented kimberlite beds, likely deposited as subaqueous debris flows and turbidites, are particularly common in the Lower Colorado Group. During its multi-eruptive history, the Star Kimberlite body is interpreted to have evolved from a feeder vent and overlying positive-relief tephra ring, into a tephra cone. Initial early Joli Fou volcanism resulted in formation of a feeder vent (200 m diameter) and tephra ring. Subsequent eruptions, dominated by subaerial deposits, partly infilled the crater and constructed a tephra cone. A late Joli Fou eruption formed a small (70 m diameter) feeder pipe slightly offset to the NW of the early Joli Fou feeder vent. Deposits from this event further infilled the crater, and were deposited on top of early Joli Fou kimberlite (proximal to the vent) and sediments of the Joli Fou Formation (distal to the vent). The shape of the tephra cone was modified during multiple marine transgression and regression cycles coeval with deposition of the Lower Colorado Group, resulting in wave-reworked kimberlite sand along the fringes of the cone and kimberlitic event deposits (tempestites, turbidites, debris flows) in more distal settings.     

一种在给定范围内确定GPS卫星个数的实用方法

给出了一种利用圆方程和直线方程判断GPS卫星是否落在观测站天顶圆锥体范围内的方法和判据。利用此方法可确定该范围内某一时刻有多少颗星，并可确定在不同天顶角下圆锥体内GPS卫星个数。     

琼北全新世火山区火山系统的划分与锥体结构参数研究

根据琼北全新世火山区内火山作用产物的成因类型与喷发物理过程的野外考察结果 ,结合航片解译资料 ,确定了该区火山作用的发育特征、形成期次与规模 ,并以此作为进一步评价火山灾害的基础 ;根据锥体形成后物理降解作用与时间的关系 ,讨论了琼北全新世火山区众多锥体结构参数之间的关系。研究结果为 :琼北全新世火山区分为 4个火山系统 ,即西北部的马鞍岭台地火山系统、东南部的雷虎岭盾片状火山系统、夹于二者之间的浩昌单成因火山系统和NW向裂隙式喷发系统。工作区内琼北新生代火山共计 5 9个 ,火山结构类型可分为火山锥、熔岩穹、熔岩湖与低平火山口等。在火山锥中 ,依据锥体组成与结构的差异又可进一步分为岩渣锥、溅落锥和混合锥等碎屑锥。琼北近代火山锥体高度多 <4 0m ,绝大多数锥体的底部直径 <5 0 0m。锥体底部直径和火口坑深度之间具有明显的正相关关系。由锥体底部直径与火口缘直径的差值与锥体高度投点图可以明显地区分出早期的低平火山口和晚期的不同类型锥体     

The Cretaceous Messum igneous complex, S.W. Etendeka, Namibia: reinterpretation in terms of a downsag-cauldron subsidence model

The Messum igneous complex (MIC) lies within the ENE-trending zone of Lower Cretaceous (132 Ma) Damaraland intrusive complexes in Namibia, intruded into Pan-African Damara basement. It is defined by a roughly circular structure 18 km in diameter, the bounding ring fault exposed along the eastern sector. Encircling Messum are the volcanic sequences of the Goboboseb Mountains, comprising a lower basalt series (Tafelkop and Tafelberg types) followed, with intervening basalts, by four voluminous quartz latite (QL) eruptions (Goboboseb and Springbok QL units).Inferred stages of development are: (a) an initial very broad basaltic lava shield, comprising the Tafelberg and Tafelkop basalts, and Messum crater basalts (MCB; possibly ponded in near-vent lava lakes). Embedded within the lower basaltic sequence is a localised rhyolite-dominated eruptive centre (ca. 5 km in diameter), interpreted as a funnel caldera located towards the centre of the MIC. (b) Downsagging, extending northwards from Messum, following the Goboboseb QL eruptions (≥2300 km³). Ponding of overlying basaltic units. (c) Climactic Springbok QL eruption (≥6300 km³) producing further downsag together with the inward radial dip of all volcanic units towards the MIC. Ring fault initiation. (d) Cauldron subsidence emplacement of a granitoid suite, forming the MIC ‘moat’ (area between the ring fault and the core region). (e) Intrusion of gabbroic cone sheets into incompletely solidified granitic melts within the southeastern moat. Resulting hybridisation and magma mingling produced extensive development of heterogeneous granitoid and hybrid dioritic lithologies. (f) Cone sheet intrusions of the eastern gabbros into more highly solidified granitoids of the southeastern moat. (g) Intrusion of thick (1–2 km) western gabbro cone sheets, exhibiting local fine-scale layering, into solidified granitoids, mainly within the western moat. Minor late-stage granitic intrusions. (h) 2–3 Ma quiescent period followed by quartz- and ne-syenite intrusions, and finally basanite dykes, emplaced within the MIC core. Accompanying differential uplift of the core.Uplift/resurgence within the MIC has accompanied intrusion of the moat granitoids and mafic cone sheets, thereby juxtaposing volcanic and intrusive sequences. Phases of both subsidence and uplift have characterised the MIC. The NW Scotland Tertiary central igneous complexes and Messum show evidence of a number of parallel developments, but also important differences. The MIC differs markedly from caldera systems within the western USA and circum-Pacific. Messum is therefore suggested to represent a distinct class of intrusive/extrusive central complex, although probably common in large igneous provinces.     

冻结粉质粘土中锥形桩弹性阶段挤扩效应的研究

20世纪70年代, 在原苏联的乌克兰地区, 用锥形桩作基础建造了大量的多层或高层住宅, 取得了显著的经济效益. 我国的科技人员于20世纪80年代初期也开始了这方面的研究, 并于河北省的保定地区进行了试点工作. 但在冻土中采用锥形桩作基础, 迄今为止还未有报道. 通过对冻结条件下粉质粘土中锥形桩在竖向荷载作用下弹性阶段挤扩效应的分析, 根据厚壁圆筒受均匀内压时的弹性理论解答, 计算出了冻结条件下粉质粘土中锥形桩侧表面在弹性阶段末期的挤扩应力值, 并根据锥形桩模型在竖向快速加荷条件下的试验资料, 验证了公式的正确性, 结果令人满意.     

用静力触探参数确定地基土水平地基抗力系数的比例系数m值--以天津地区为例

承受水平荷载作用的桩基,规范中常采用m法进行桩基水平承载力的计算,地基土水平地基抗力系数的比例系数m值在规范中根据地基土的状态、类别以表格给出。在地基勘察中,现在广泛采用静力触探试验。直接利用静力触探数据给出比例系数m值。将使桩基设计所用参数更加直接准确。本文利用天津地区地层大量静力触探资料与地基土状态数据,利用统计分析回归方法,总结出地基土的液性指数IL与静力触探参数锥尖阻力qc及摩阻比Rf间的关系式,针对天津的地层土体,给出利用静力触探资料查用m值的表格,为桩基的设计计算提供资料。     

INFLUENCE OF BUILDING EXISTENCE ON SEISMIC LIQUEFACTION OF SUBSOILS

A new simplified method is presented to evaluate seismic liquefaction potential of subsoils of buildings. Based on a review of the limited number of publications so far available, dealing with the related theme, the authors have devised the method in such a way that it is simple to handle and has clear physical insight and sufficient engineering accuracy, by taking advantage of Seed's simplified method for free ground sites and of the cone model concept well developed by Meek and Wolf in dynamics in recent years as well as by some American and German scholars in soil statics early since the 1930s. A simple example showed the reasonableness and tendency in good accord with the results of small model tests and of finite element analyses. Therefore, it would have a broad prospect of engineering application. © 1997 by John Wiley & Sons, Ltd.     

多功能参数静力触探在地震液化判别方法中的应用进展研究

地震液化是引起地基失稳和上部结构损害的直接原因之一,而液化震害预防的第一步就是对工程场地进行液化预测和判别。静力触探(CPT)作为最主要的原位测试技术,因其具有快速、低廉、高效等优点,被广泛用于液化判别。根据国内外近年来CPT技术的发展,对不同形式的CPT[孔压静力触探技术(CPTU)技术,电阻率孔压静力触探(RCPTU)技术、地震波孔压静力触探技术(SCPTU)技术等]在地震液化评价中的应用进行系统的论述。特别介绍一种基于状态参数进行液化判别的方法,另外还简要介绍基于概率统计分析法。比较和梳理各种液化判别方法的差异性,最后,在已有研究成果的基础上分析现有CPT液化判别法存在的问题与不足。分析结果表明:状态参数法能够同时考虑围压应力和孔隙比的影响,有效地将室内试验与现场试验联系起来;SCPTU、RCPTU液化判别框架还需进一步拓展与完善;概率统计分析法需结合相应软件使其更具适用性。