基于范数灰色理论的滑坡稳定性敏感因子分析

灰色关联分析模型可用于滑坡稳定性敏感因子的定量分析。将范数灰色理论引入到滑坡稳定性敏感因子分析之中,确定了影响滑坡稳定性系数的因素权重,较为直观地反映了各影响因子对滑坡稳定性的影响程度。以重庆市綦江县土台镇滑坡为例,进行滑坡稳定性敏感因子的范数灰关联度计算。结果显示,滑动面岩土体强度参数是影响土台镇滑坡稳定性最重要的因素,地震作用和地下水位的变化对该滑体稳定性的影响要稍弱一些。     

应用地下水匀坡与加坡原理计算渗透系数

应用匀坡及加坡原理,推导出了单井（孔）稳定流承压完整井渗透系数的计算公式,该公式已考虑到无效降深对渗透系数计算的影响,同时在计算过程中充分利用了水位恢复资料,而水位恢复的过程也排除了一些干扰因素的影响,因此,参数计算结果应更接近实际。     

智能JRC测量仪的研制

研制了一种智能JRC测量仪,该仪器可直接测量岩体结构面的粗糙度系数JRC值,适用于野外任意产状的岩体结构面,可以沿任意方向测量岩体结构面粗糙度系数,具有重量轻、体积小、携带方便、操作简单、测量速度快等特点。     

大别山超高压变质岩的退变质赤微构造：折返过程的启示

大别山超高压变质岩中发现了一系列退变质显微构造,其主要类型有：①由于出溶而产生的定一包裹物;②由于多型转变而产生的假像替代;③固→固反应产生的冠状体;④涉及流体的退变质反应产生的冠状体或后成合晶。借助显微构造关系,可以建立超高压变质岩的退变质演化阶段,从而构筑其ＰＴ演化趋势、识别出碰撞造山和超高压变质峰期之后的两阶段隆升历史;早期为“挤出”作用诱发的近等温减压退变质;晚期则是地壳伸展体制下的退变质     

冀东太平寨-娄子山太古宙麻粒岩相变质峰期流体研究

冀东太平寨-娄子山地区太古宙麻粒岩系变质峰期流体包裹体首次见于夕线石中,按形 态 和产状可分三类,均形成于峰期至其稍后阶段。它们成分相似。特征是:①富碳质,XC　O2+C　H4=0.64～0.93; ②含少量H2O,XH 2O=0～0.22,且与峰期矿物 组合平衡热力学计算的水活度(aH2O=0.04～0.31)和含量( XH2O=0.03～0.22)完全吻合; ③有时含一定量H2S和SO2; ④盐水溶液 中阴离子总量极低(0.12～0.61mol/L)。石英和石榴石中也有特征相同的这期包裹体。峰 期包裹体中C　O 2均一温度多数 为-28℃～-22℃,密度为0.96～1.06g/cm3,包裹体整体密度应稍高,相应的压力为0.60 ～0.70G Pa。流体的氧逸度lgfO2在-17～-15之间。峰期流体上述各种特征在空间上较 均匀,相邻的不同岩石类型中aH2O值相似,结合地质和原岩特 征分析,认为流体中C　O2可能为深部地幔来源,其成因与基性岩浆底侵及其结晶作 用有关。     

STUDY ON CLIMATIC FEATURES OF SURFACE TURBULENT HEAT EXCHANGE COEFFICIENTS AND SURFACE THERMAL SOURCES OVER THE QINGHAI-XIZANG PLATEAU

Using monthly mean of surface turbulent heat exchange coefficients calculated based on datafrom four automatic weather stations(AWS)for thermal equilibrium observation in July 1993—September 1996 and of surface conventional measurements,an empirical expression is establishedfor such coefficients.With the expression,the heat exchange coefficients and the components ofsurface thermal source are computed in terms of 1961—1990 monthly mean conventional data from148 stations over the Qinghai-Xizang(Tibetan)Plateau(QXP)and its adjoining areas,and the1961—1990 climatic means are examined.Evidence suggests that the empirical expression is capable of showing the variation of the heatexchange coefficient in a climatic context.The monthly variation of the coefficients averaged overthe QXP is in a range of 4×10~(-3)-5×10~(-3).The wintertime values are bigger in the mountainsthan in the valleys and reversal in summer.Surface effective radiation and sensible heat are thedominant factors of surface total heat.In spring surface sensible heat is enhanced quickly,resulting in two innegligible regions of sensible heat,one in the west QXP and the other innorthern Tibet.with their maximums emerging in different months.In spring and summersensible heat and surface effective radiation are higher in the west than in the east.The effectiveradiation peaks for the east in October—December and the whole QXP and in June and October forthe west.The surface total heat of the plateau maximizes in May.minimizes in December andJanuary,and shows seasonal variation more remarkable in the SW compared to the eastern part.Inthe SW plateau the total heat is much more intense than the eastern counterpart in all the seasonsexcept winter.Under the effect of the sensible heat,the total heat on the SW plateau starts toconsiderably intensify in February,which leads to a predominant heating region in the west,withits center experiencing a noticeable westward migration early in summer and twice pronouncedweakening in July and after October.However,the weakening courses are owing to differentcauses.The total heat over the north of QXP is greatly strengthened in March.thus generatinganother significant thermal region in the plateau.     

小旋转椭球粒子群的微波衰减系数与雷达反射率因子之间的关系

通过模拟及取样导出了小旋转椭球粒子群旋转轴呈 3种不同取向 ,而入射电磁波分别为水平发射水平偏振波及水平发射垂直偏振波时的衰减系数与雷达反射率因子之间的关系 ,获得 3种波长的具体表达式 ,并对结果作了物理分析。所得结果可直接用于雷达定量测量降水时的衰减订正。     

A time-domain viscous damping model based on frequency-dependent damping ratios

This paper introduces the mathematics and procedures used in developing a time-dependent damping model for integration analyses of structural response. To establish the time-dependent viscous damping model, frequency-dependent damping ratios of the structure under a series of steady-state unit impulses corresponding to actual loads are first calculated. For simplicity, the ratios can be incorporated with the static stiffness of the structure to model approximately the impulse induced damping spectrum. According to the nature of the problem, these ratios can be calculated from the theoretical impedance functions and experimental observations. With the computed damping spectrum, the damping coefficient in the time domain can be obtained with the Fourier transform technique. Adopting the impulse–response method, the damping can be modeled rationally through integration with changing loads. Numerical examples are presented to show the feasibility of this model while the transform criterion is satisfied.     

高盐变质流体对我国绿岩带金矿的制约

高盐变质流体为绿岩带原岩在变质 -混合岩化过程中产生的液体 ,其含盐度高达 30～ 40 wt% Na Cl,富含 K、Na、Ca、Mg碱金属离子 ,K/ Na≈ 1,呈强碱性 ,有利于绿岩中 Au的活化和迁移 ,使绿岩带起到金的矿源层作用 ,并且间接地控制了变质期后绿岩型金矿的形成和分布 ,控制了绿岩型金矿的规模大小     

断层摩擦系数及其演化定量研究的新途径

在活断层的力学性质参数中 ,摩擦系数有着特别重要的意义 .它是建立活断层运动学与动力学之间物理力学关系进而促进地震地质研究沿着“由静到动、由定性到定量”方向深入发展的关键性参数之一 ,也是建立活断层重新滑动准则从而定量评估断层稳定性或地震危险性不可缺少的物理参数 .目前 ,断层摩擦系数主要是应用双剪法对采自断层的断层泥进行实验室测试和研究而取得的 .这样取得的结果很难说能够代表断层实际摩擦系数 ,尤其很难反映断层深部摩擦性状 ,采用实验室方法是无法测知不同地质时期断层活动所显示的摩擦性状及其演化特征的 .因此 ,必须寻找定量确定断层摩擦系数及其演化特征的新途径 .通过理论研究和实际应用提出了根据对活断层运动学实测资料的分析并结合年代学测试定量确定断层摩擦系数和动力学主要参数及其演化特征的新途径 .