莫尔－库仑强度理论的修正

本文对莫尔－库仑（Ｍｏｈｒ－Ｃｏｕｌｏｍｂ）强度理论作了重要修正。指出静水应力不仅对材料固有强度，而且对剪切滑移也有影响，从而得到了一个计及中间主应力影响的剪切强度公式。根据断裂力学的分析，该公式可进一步用于材料的断裂强度的计算。     

Pressure Solution of Sulphides in Some Massive Sulphide Zinc—lead Deposits of Western Canada：Its Significance in Mobilization of Ore—forming Materials

Pressure solution is a common phenomenon in massive sulphide zinc-lead deposits of western Canada and may have been an important factor leading to the mobilization of ore-forming materials during diagenesis, deformation and metamorphism of sedimentary ores.The control of ductile shear zones over gold mineralization could be explained in view of pressure solution of gold-bearing miner-als under shearing stress and the tesultant mobilization of this metal.     

SOIL SHEAR STRENGTH: AN INDICATOR FOR ERODIBILITY OF THE LOESS SOILS

ＳＯＩＬＳＨＥＡＲＳＴＲＥＮＧＴＨ：ＡＮＩＮＤＩＣＡＴＯＲＦＯＲＥＲＯＤＩＢＩＬＩＴＹＯＦＴＨＥＬＯＥＳＳＳＯＩＬＳＷＡＮＧＧｕｉｐｉｎｇ；ＷＥＩＺｈｏｎｇｐｉｎｇａｎｄＺＨＡＮＧＺｈｉｇｕｏＡｂｓｔｒａｃｔ：ＦｉｅｌｄｅｘｐｅｒｉｍｅｎｔＳｕｎｄｅ...     

三道溜河地区太古宙岩浆－构造事件

三道溜河地区处于中朝准地台北东缘，北西起自著名的夹皮沟金矿，南东至四道砬子河，太古宇出露广泛。笔者在此进行１：５万区调时，共发现了六次岩浆－构造事件，由老至新依次为：７８７角闪辉石岩、岭东片麻岩、大朝阳沟斜长角闪岩、三道溜河ＴＴＧ岩组、唐胡店沟二长花岗岩、五道砬子河变辉长辉绿岩（发生在元古宙早期，在时空上与太古宇关系密切）。上述事件，表现为基性岩类与酸性岩类交替出现。基性岩事件依次为超基性岩－基性岩－偏碱性基性岩，稀土元素总量由高至低，微量元素Ｂａ、Ｍｎ、Ｚｒ递增，Ｐｂ、Ｚｎ递减。酸性岩事件依次为中酸性岩－酸性岩－偏碱性酸性岩，稀土元素的Ｌａ／Ｌｕ、ΣＣｅ／ΣＹ由低到高，总量变化不大，微量元素Ｃｏ、Ｃｒ、Ｎｉ、Ｃｕ递减。本区的构造运动与岩浆侵入活动相辅相成，古穹窿构造及北西向韧性剪切带控制了Ａｕ、Ａｇ、Ｃｕ等矿产的展布。     

Flow and grainsize pattern in a sharply curved river bend

The main characteristics of river flow and grainsize in a bend of the sand bedded meandering river Dommel, The Netherlands, are presented. Measurements were carried out at a relatively low discharge in a sharply curved bend following a long straight reach. In the studied bend, secondary circulation is restricted to the thalweg area; only in the downstream part of the bend it exists over the entire cross-section. Therefore, on the entire pointbar platform, which comprises the larger part of the bend, the median sedimentation diameter of the bedload material is governed by the distribution of the longitudinal components of the bed shear stress only.     

Effects of temperature and sliding rate on frictional strength of granite

Layers of artificial granite gouge have been deformed on saw-cut granite surfaces inclined 30° to the sample axes. Samples were deformed at a constant confining pressure of 250 MPa and temperatures of 22 to 845°C. The velocity dependence of the steady-state coefficient of friction (^ss) was determined by comparing sliding strengths at different sliding rates. The results of these measurements are consistent with those reported bySolberg andByerlee (1984) at room temperature andStesky (1975) between 300 and 400°C. Stesky found that the slip-rate dependence of (^ss) increased above 400°C. In the present study, however, the velocity dependence of (^ss) was nearly independent of temperature.     

Complex behaviour of a coal sample in a large scalein situ compression test

Summary A large scalein situ compression test of a laminated coal cube is described. The cube was uniformly loaded by a system of hydraulic jacks supplied simultaneously from one pump. At the same time both load and deformations were controlled. Deformations were measured by 60 longitudinal gauges located at the side surface of the cube in the regular net. Due to the heterogeneity of the rock the readings showed scatter. As a first approximation, the scattered data were fitted to the plane using the least square method. Orientations of the planes were analysed and show permanent relative movement between adjacent lamina indicating complex behaviour of the cube under loading. Detailed analysis of this behaviour indicated that the cube was subjected to both bending and twisting.     

吉林省西林河金矿构造特征及找矿方向

对矿区划分了太古宙、元古宙、中生代和新生代四个构造层；整个矿区为一棋盘格子形构造体系；主干构造形迹为由东、中、西三个韧性挤压剪切带，金矿的主要成矿构造是西部韧性挤压、剪切带，主要找矿方向为西带Ｆ６及其派生的近南北向剪切断裂群。     

地层压力和大直径套管抗挤压力计算

介绍了上覆地层压力和粘土吸水膨胀对套管挤压以及大直径管受外挤力失稳破坏的计算方法。解决了现场遇到的实际问题。     

华北地区的共轭地震构造带

本文采用小地震活动图象和４．０级（Ｍｓ）以上地震震源机制资料的构造分析方法，得到一幅华北地区震源构造在地面的投影分布图，它显示４条ＮＮＥ－ＮＥ向和１条ＮＷＷ－ＮＷ向地震构造带交切成的共轭剪切构造格架。每条地震构造带又由一系列共轭剪切构造组成。由发生在带内的５个大震序列共轭破裂特征发现，共轭地震构造的孕震与控震作用是地震构造带形成的机制。