柴达木盆地深部物理参数的反演

通过研究地球对表面载荷的响应来反演确定地球深部的物理参数.采用分为4层的地球模型,各层的介质被看作Maxwell粘弹性体.将柴达木盆地沉降发育过程中积累的沉积物作为随时间变化的载荷加于地表,通过拟合柴达木盆地沉降中心附近地区的沉降过程来研究该地区地壳的厚度及剪切模量、岩石层地幔的粘性及软流层的粘性等物理参数.计算结果表明,该地区地壳的剪切模量不会超过全球平均值的60％,岩石层地幔的粘性系数不大于1.5×10²³Pa·s.通过研究对该地区的深部物理参数得出了新的认识.     

由环境应力值寻找地震危险区的尝试

作者根据位错理论,采用二维矩形破裂模式,在导出了平均震源速度谱的基础上,导出了用地震波计算环境剪应力τ_0的公式。计算了1987—1991年中国和邻区大约1000多次4级以上中强地震的环境剪应力值τ_0,并把τ_0≥10MPa的地震看作是高剪应力值地震。自1987—1991年5年内,我国及邻区共发生M_s≥6.0的强震45次,和160余次高剪应力中强地震(M=4.0-5.0,τ_0≥10MPa),大约有1/4的强震和1/3的高应力值地震发生在台湾地区。说明台湾地区是一个高地震活动区和高应力值地区。新疆的喀什—乌恰—乌什地区也是高地震活动区和高应力值地区。我们对发生在其地区的强震,向前追溯了环境应力值τ_0的变化。发现有11个强震事件(约占全部事件80%)在震前1—5年内,在以强震为圆心,半径为200km范围内(个别略远),均有1—2个或多个高应力值地震出现。说明当高应力值地震发生时,该地区环境应力在增高,它可以作为将要发生强震的前兆。据此,推测了今后3年内大陆强震发生的可能地区是:①中印缅三国边境地区;②西藏波密地区;③青海北部到宁夏北部地区;④新疆伊宁地区;⑤纵贯新青藏90°E±2°线地带;⑥晋北忻州地区;⑦苏北及黄海地区;⑧山东长岛地区。     

The influence of stiffness of the true triaxial testing machine on the rupturing and acoustic emission of rocks and its correlation with seismic activities

This paper introduces how the ratioR of the characteristic stiffness of rock samplevs. the stiffness of testing machines would influence the rupturing process and the acoustic emission (AE) on the part of the tested rock samples. Result of the experiment shows: WhenR>0.20, the rock sample would rupture abruptly; whereas whenR<0.20, the rock samples would rupture slowly. When the samples rupture abruptly, the time-dependent variation of the AE rate takes such a pattern:peak value—stable low values—rises to the maximum value (concentration)—drops back to the minimum value (quiescence)—(rises again)—ruptures. Moreover, smallerR-value tends to be associated with longer quiescence and vice versa. WhenR>1.50, no pre-failure quiescence is detected. When the rock samples rupture slowly, the variation pattern of the AE rate (after the stress has increased to more than 50% of the rupturing stress) is as the following:stable low (or high) values—rises (or drops) to its maximum (or minimum) values and then continues for some time—ruptures. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 223–233, 1991. This study is supported by the Chinese Joint Seismological Science Foundation.     

北京大庄科花岗质杂岩体中包体定位的动力学机理之探讨

北京大庄科花岗杂岩普遍含有微粒—细粒暗色包体,其中石英闪长岩和石英二长岩含包体较多,二长花岗岩含少量包体,淡色花岗岩和闪长岩含包体甚少。在含包体较多的岩体内,包体在岩体中部的分布量较多。计算结果表明,包体越小沉浮半径愈大、参数F值愈小的岩体,含包体愈多;岩体内岩浆上升速度大、包体下沉速度小以及F值小的部位,包体滞留量大。各岩体包体分布的多少,是由包体在寄主岩浆内的扩散系数、混合程度、岩浆携带力和基性岩浆混入量等因素综合决定的。     

热液体系氢、氧同位素分馏机制及其地质意义

探讨了热液体系氢、氧同位素地球化学行为及其与水/岩交换同位素分馏的内在关系。有效W/R值是除温度条件外,另一控制蚀变岩石和热液水氢、氧同位素组成变化的因素。此外还根据数个矿区成矿热液水和蚀变岩石氢、氧同位素组成及变化特征对水/岩交换和W/R值的应用及地质意义展开讨论。最后提出热液体系中大气降水和岩浆热液水氢、氧同位素组成演化模式简图。     

A discussion on the amplitude ratios of PP and P waves for earthquakes with different focal mechanisms

Using the WKBJ approximation method we calculate the synthetic teleseismograms of P and PP waves to match the observed ones of six large Chinese earthquakes with known focal mechanisms: Tibet earthquake of July 14, 1973; Haicheng earthquake of February 4, 1975; Songpan earthquakes of August 16, 1976, August 21, 1976 and August 23, 1976 and Nignhe earthquake of November 15, 1976. The focal mechanism of the Tibet earthquake is discussed to examine the technique used in the calculation. We note that the amplitude ratios of PP and P waves (A _PP/A _P) have different characteristics for dip—slip events and strike—slip events within certain epicentral distances. We calculate the synthetic teleseismograms of P and PP waves for the strike—slip and dip—slip events with fault angles of 330°, 240° and 0°, focal depths of 8 km, 17 km and 24 km, at the assumed station with an azimuth of 310° and epicentral distances from 40°; to 80°. The diagrams of maximum amplitude ratios of PP and P waves (A _PP/A _P) versus distances are given. The possibility to use the (A _PP/A _P) values to give an approximate estimation for the focal mechanism type is discussed. This work may be useful for determining the focal mechanism type for those earthquakes which have only few records such as the Chinese earthquakes from the 1930s to 1960s. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 150–160, 1991.     

论构造成矿规律及其动力学机制

本文在简述构造成矿学概念的演进之后.着重论述了构造成矿的对称性、等距性、递变性和侧向迁聚性等规律,对构造成矿的动力机制进行了初步分析.作者指出.构造动力成矿作用,是构造应力场、构造地球牾场和构造地球化学场的综合作用;构造成矿过程,是构造运动和成矿物质运动的全过程:是一种不断存在物质交换和能量交换的开放体系中的不可逆过程.构造动力作用能促使成矿元素活化.驱动含矿溶液运移.改变成矿的物理化学条件,导致成矿物质聚集.构造成矿动力学机制的研究.是构造成矿学的关键问題.随着构造成矿学研究的深入发展.逐渐形成了构造成矿学的基础理沦系统.     

Numerical algorithm for the dynamic analysis of base-isolated structures with dry friction

This paper deals with the techniques for solving ordinary differential equations with essential nonlinearity arising from the representation of frictional force by the sign function of the relative velocity. This problem is connected with dynamic behavior studies of base-isolated structures with dry friction devices.Mathematical evidence is presented concerning the inaccuracies of the solution which are connected with the representation of the frictional force by the sign function. An approximation of this sign model is made on the basis of the appropriate linearization of a small part of the frictional force function. A numerical algorithm for the dynamic analysis of base-isolated structures with dry friction is proposed. Numerical tests are carried out for establishing the exactness of the proposed techniques. The obtained results prove the accuracy of the techniques.     

衡山花岗岩体西缘韧性剪切带的特征,成因及岩体定位机制

衡山花岗岩体由南岳岩体(早期)和白石峰岩体(晚期)组成,衡山岩体西缘形成有分带明显的韧性剪切带,向西倾斜,在XZ面上呈倾向滑动剪切运动,矿物显微变形构造显示为倾向简单剪切特征。经测定,韧性剪切带形成时温度下限为343.6℃,古差应力下限为52～62MPa,应变速率下限为2.05×10~(-14)/s-3.13×10~(-14)/s,推算总位移量在13.5km左右。在花岗岩体以外没有韧性剪切变形现象,说明该韧性剪切带是衡山岩体定位过程中由白石峰岩体沿南岳岩体边缘侵位的简单剪切作用所形成。     

矢量数据的一种分层动态组织方法

提出矢量数据分层组织的一种动态结构，在该结构中，单点、单字符或符号作为基元，以属性串组织基元，并分层叠置。采用区别于链式结构的动态通用串结构及Ｃ语言予以实现。