关于菏泽－昆山北西向地震带的建立及其意义

根据地质构造、地震稠密区走向和地震迁移活动的规律，并结合重力和航磁资料探讨了菏冷昆山北西向地震带的存在及其规模和范围。这一地震带，无论在历史上或近期均甚活跃，对江淮流域及沪、杭、甬地区构成一定的震灾威胁，值得引起有关方面的重视，并予加强研究和监测     

西藏中部的发震构造

西藏中部的发震构造是晚第四纪以来强烈活动的北东、北西和近南北向的活动断层及受其控制的地堑半地堑型盆地和拉分盆地，东西向缝合线和断层晚第四纪以来的运动性不明显，对地震活动没有明显的控制作用，活动断层的规模和晚第四纪以来的运动性质对地震的震级和数量有明显的的控制作用。８级地震的发生与拉分盆地内部张剪切断层与盆地一侧新活动幅度大的次级走滑断层的相互作用密切相关。     

1932年昌马地震构造力学特征探讨

１９３２年昌马地震构造力学特征探讨郭万武，张范民，邢成起，温增平（国家地震局兰州地震研究所，兰州）ＤＩＳＣＵＳＳＩＯＮＯＮＴＨＥＴＥＣＴＯＮＯＭＥＣＨＡＮＩＣＦＥＡＴＵＲＥＳＯＦ１９３２ＣＨＡＮＧＭＡＥＡＲＴＨＱＵＡＫＥＭｓ７．６￥ＧｕｏＷａｎｗｕ；...     

关于准噶尔西界山带地震活动性研讨

根据地形、地貌、地震地质特征以及地震活动情况研究了准噶尔西界山带的地震活动性。认为１９９０年６月１４日原苏联斋桑７．３级地震和同年８月３日６．８级地震应属准噶尔西界山带地震。显然，准噶尔西界山带范围内的地震烈度区划（１９９０）应该调整。     

论山东东营、惠民盆地油田水与油气聚集关系

山东东营、惠民盆地的油源断裂,即沟通生油岩与非生油岩的同生断裂发育区,出现了油田水的高含盐度分布带。它不仅与已知油气藏的分布相一致,而且水的含盐度异常值与石油储量之间呈正相关。笔者以东辛、现河庄和临商油田为例,分析了油田水与油气藏形成的成因和伴生关系,还用相关曲线定量预测了盆地新区石油地质储量,并经钻探证实其可靠性。     

湖北宜昌石板溪金矿区断层空间结构及其控矿规律研究

断层空间结构包括变形结构和几何结构两部分。本文在解析石板溪金矿区主要断层变形结构和几何结构的基础上，探讨了其空间结构模式和控矿规律。     

闽南漳州沙建温泉区的微震观测

1982年9-12月,在漳州温泉区布设了台网进行微震观测。结果表明,在漳州及其以北的沙建温泉区一带均有微震与小震群活动,震级为M_s=-1～1级,震源为3-14km。用震源的分布、震源机制解和微震综合断层面解的结果,研究了地质断裂的现今活动性及其与温泉的关系。认为区内东西向与北东向断裂是控制温泉分布的主要构造,而北西向断裂则是温泉的涌水构造。经探明,在有浅层热储的漳州市以及地质断裂发育的沙建地区,地震波速与介质泊松系数均低于正常值。此外,台网尚观测记录到一些异常的振动现象。根据地震的综合信息,探讨了研究区微震活动与水热活动的关系。     

Analysis of gravity anomalies over an inclined fault with quadratic density function

An attempt is made to interpret the gravity anomalies over an inclined fault with variable density contrast. The decrease of density contrast with depth in sedimentary rocks is approximated by a quadratic function. The anomaly equation of an inclined fault is derived with the quadratic density function. The constantsa ₀,a ₁ anda ₂ of the quadratic density function can be found from the known density-depth values. A synthetic anomaly profile of the fault model is interpreted by the non-linear optimisation technique using the Marquardt algorithm. The distances are measured from an arbitrary reference point and thus the origin of the fault model is also treated as an unknown parameter. For the assumed values of the constantsa ₀,a ₁ anda ₂, the various parameters of the fault model are found by the non-linear optimisation technique. The convergence of the method is shown by plotting the values of the objective function, lamda, and the parameters of the fault model with respect to iteration number. The two parameters inclination and origin are found to be correlated. The same program is used to interpret the gravity anomalies with different density contrasts. Finally, the use of modelling with the quadratic density function is discussed.     

北极地区斯匹次卑尔根岛的构造演变

斯匹次卑尔根岛是斯瓦尔巴特群岛中最大的岛屿,具有较全的地质时代记录、反映多次构造运动的构造现象。本文从构造组合的观点,对斯匹次卑尔根岛的构造划分为东西向、南北向、北北西向三组方向,它们反映了本区自元古代以来至少经历了三次不同方向的构造应力场作用。     

Instability model for recurring large and great earthquakes in southern California

The locked section of the San Andreas fault in southern California has experienced a number of large and great earthquakes in the past, and thus is expected to have more in the future. To estimate the location, time, and slip of the next few earthquakes, an earthquake instability model is formulated. The model is similar to one recently developed for moderate earthquakes on the San Andreas fault near Parkfield, California. In both models, unstable faulting (the earthquake analog) is caused by failure of all or part of a patch of brittle, strain-softening fault zone. In the present model the patch extends downward from the ground surface to about 12 km depth, and extends 500 km along strike from Parkfield to the Salton Sea. The variation of patch strength along strike is adjusted by trial until the computed sequence of instabilities matches the sequence of large and great earthquakes sincea.d. 1080 reported by Sieh and others. The last earthquake was theM=8.3 Ft. Tejon event in 1857. The resulting strength variation has five contiguous sections of alternately low and high strength. From north to south, the approximate locations of the sections are: (1) Parkfield to Bitterwater Valley, (2) Bitterwater Valley to Lake Hughes, (3) Lake Hughes to San Bernardino, (4) San Bernardino to Palm Springs, and (5) Palm Springs to the Salton Sea. Sections 1, 3, and 5 have strengths between 53 and 88 bars; sections 2 and 4 have strengths between 164 and 193 bars. Patch section ends and unstable rupture ends usually coincide, although one or more adjacent patch sections may fail unstably at once. The model predicts that the next sections of the fault to slip unstably will be 1, 3, and 5; the order and dates depend on the assumed length of an earthquake rupture in about 1700.