桩长及水泥掺入量对柔性桩承载力等的影响

采用弹性无限半空间体内的Mindlin应力解和分层总和法，计算分析了柔性桩的荷载传递规律，较详细地讨论了桩长、固化剂（水泥）掺入量对柔性桩复合地基承载力、变形的影响。计算值与实测值比较吻合。     

井筒及围岩应力,应变观测方法研究

采用最新研制的岩体应力、应变匹配传感器对西安立井煤柱开采引起的井筒附加应力特别是对井筒穿过断层附近产生的附加应力进行了较系统的观测，并对观测结果进行了分析和总结。     

裂隙岩体渗流与应力耦合的试验研究

通过对较大尺寸的裂隙岩体试块进行不同侧压力和加载条件下的渗流试验结果研究，分析了裂隙岩体渗流与应力的耦合机理，得出了不同应力条件下裂隙岩体渗流量与应力成四次方的关系。并且得出并非压应力都引起裂隙岩体的渗流量减小，当裂隙岩体受平行于裂隙面方向的单向压应力时，渗流量随着压应力的增加而增加。     

Foliation fields and 3D cartography in geology: Principles of a method based on potential interpolation

A modeling method that takes into account known points on a geological interface and plane orientation data such as stratification or foliation planes is described and tested. The orientations data do not necessarily belong to one of the interfaces but are assumed to sample the main anisotropy of a geological formation as in current geological situations. The problem is to determine the surfaces which pass through the known points on interfaces and which are compatible with the orientation data. The method is based on the interpolation of a scalar field defined in the space the gradient in which is orthogonal to the orientations, given that some points have the same but unknown scalar value (points of the same interface), and that scalar gradient is known on the other points (foliations). The modeled interfaces are represented as isovalues of the interpolated field. Preliminary two-dimensional tests carried-out with different covariance models demonstrate the validity of the method, which is easily transposable in three dimensions.     

晋南地穹列煤层气赋存区构造应力分析

根据晋南地穹列构造型相分析，恢复了4期应力场：①地洼初动期（印支期）近S－N水平挤压；②地洼激烈期（燕山期）NWW－SEE水平挤压；③地洼余动期（喜山早期）NNE－SSW水平挤压；④地洼余动期（喜山中期）NW－SE、NWW－SEE近水平伸展。其现代构造应力场以NW－SE向伸展应力场为主，但在沁水地穹则表现为NEE－SWW向近水平挤压应力场。有限元模拟分析证实：此局部挤压应力场的动力来源于挽近地质时期太行山和霍山的隆起与抬升，临汾地洼和太原地洼中的伸展应力场则与地洼壳体下部慢源物质逸散所导致的侧向拉伸有关。区内应力降的分布特点与晋南地穹列断裂构造发育程度具有良好的对应相关性，在高应力降区，单位体积煤层气含量显著高于其它地区。模拟主应力差等值线图中两个高主应力差值区恰好与东部沁水地穹中两个高含气量区相对应，充分说明地洼余动期构造应力场中高压应力区是煤层气富集的有利地区。     

460铀矿床成矿构造背景

４６０矿床为一个大型斑岩型铀－钼矿床。晚侏罗世近东西向分布的火山岩系为铀元素的预富集打下了基础。白垩纪流纹斑岩为其主要的成矿母岩，可能为ＮＥ向展布。早第三纪末期的热液活动使铀进一步富集成矿，在区域应力场作用下，矿体呈ＮＷ走向。晚第三纪的表生淋积作用，使矿体上部近地表处形成次生富集带。基于上述研究，可以进一步明确此类矿床的找矿方向。     

井间地震串联滤波波场分离方法

本文根据井间地震波场响应以及多种波场分离方法的性能，采用基于Ｋ－Ｌ变换的特征向量滤波与中值滤波相结合的串联滤波方法分离井间地震观测到的上、下行反射波。数值计算结果表明：在波场分离过程中，由于同时综合考虑了地震波能量主分量分布以及反射波同相轴时差两个参数，使得分离效果明显、处理更为简便，具有滤波特征矢量的选取条件更为宽松、无需精确确定拉平轴的时间等特点。     

构造层次与大陆壳动力学机制转变关系

针对构造层次研究现状和存在的问题，把大陆壳划分为深部，中部，浅部和浅－表部四个构造层次。依据各自所处特定的构造位置、组成构造岩类型、形成的制约因素和地质时代等方面的区别，各构造层次分别是壳－幔间滑动，大陆张裂、隆－滑构造和变质核杂岩构造等多种大陆壳动力学机制转变过程中的产物。构造层次与大陆壳动力学机制转变关系的确定，更有利于古老板构造连续性、整体性的研究以及多期、多层次、多旋回大陆地壳演化模式的建     

辽北清原地区太古宙地质演化及其对成矿的控制作用

辽北清原地区在时空上有系统地发育了三个太古亩地体：浑河以南的小莱河花岗岩-绿岩带（ＸＧＧＢ）、浑河以北的清原花岗岩-绿岩带（ＱＧＧＢ）和在ＱＧＧＢ东北部出露的景家沟麻粒岩-片麻岩区（ＪＧＧＲ）。绿岩带中火山岩组合在ＸＧＧＢ中以双峰式岩套为特征，而在（ＱＧＧＢ中以连续的钙碱性系列为特征。ＸＧＧＢ中斜长角门岩全岩Ｓｍ－Ｎｄ等时线年龄为３０１８±２０Ｍａ，Ｎｄ（ｔ）＝＋０．１９±０．１７，ＴＤＭ＝３３４７～３７３５Ｍａ，而ＱＧＧＢ中的斜长角闪岩全岩Ｓｍ～Ｎｄ等时线年龄为２８８４±４８Ｍａ，∈Ｎｄ（ｔ）＝＋２．６１±０．４１，ＴＤＭ＝２９３８～２９９２Ｍａ。ＪＧＧＲ中黑云麻粒岩的Ｒｂ－Ｓｒ等时线年龄为２９９４±３２５Ｍａ，可能代表变质年龄，表明其形成在ＸＧＧＢ之前。综合研究表明辽北地区太古亩地质演化模式很可能为：ＪＧＧＢ代表了古中太古代古陆的残骸，ＸＧＧＢ于中太古代形成在这个古陆边缘的裂谷盆地内，ＱＧＧＢ则形成在新太古代的大陆边缘岛弧环境，并于新太古代晚期与ＸＧＧＢ拼贴。在此陆一弧碰撞过程中，ＱＧＧＢ逆冲推覆于ＪＧＧＲ之上，后者由于后期的伸展作用而出露于地表。成矿作用是地质演化的组成部分，并受制于各个演化阶段的构造环境     

The 3 June 1994 Java Tsunami: A Post-Event Survey of the Coastal Effects

The paper is a report of the field campaign undertaken by an international team (Italian, French and Indonesian) a few weeks after the occurrence of a tsunami invading the south-eastern coast of Java (Indonesia) and it complements the results of a concurrent field survey by Asian and USA researchers. The tsunamigenic earthquake occurred on 3 of June 1994 in the Indian Ocean about 200 km south of Java. The tsunami caused severe damage and claimed many victims in some coastal villages. The main purpose of the survey was to measure the inundation and the runup values as well as to ascertain the possible morphological changes caused by the wave attacks. Attention was particularly focussed on the most affected districts, that is Lumajang, Jember and Banyuwangi in Java, although also the districts of Negera, Tebanan and Denpasar in Bali were examined. The most severe damage was observed in the Banyuwangi district, where the villages of Rajekwesi, Pancer and Lampon were almost completely levelled by the violent waves. Most places were hit by three significant waves with documented wave height often exceeding 5 m. The maximum runup value (9.50 m) was measured at Rajekwesi, where also the most impressive erosion phenomena could be found. In contrast, only in one place of the neighbouring island of Bali was there a slight tsunami, the rest of the island being practically unaffected.