燕山地区长城纪扇三角洲沉积

在燕山地区东部的滦县等地,太古代至早元古代结晶基底之上发育一套百余米厚的陆源粗碎屑沉积。长期以来,许多研究者将其与蓟县地区长城系近底部的陆相沉积地层对比,认为属于常州沟组。1980年,钱祥麟等经过系统的研究,提出这套地层为晚长城纪大红峪期的超覆沉积。此后,这套粗碎屑沉积的性质及其与盆地整体沉积环境系统的关系。一直未能确定。近年来,笔者为此进行了初步的沉积学研究,结果表明这套粗碎屑沉积与其上的碳酸盐沉积构成了较为典型的 Gilbert 型扇三角洲沉积相。该扇三角洲沉积的确立,为燕山地区中一晚元古代坳拉槽南东缘盆地界线的限定以及早期盆地拉张过程中的沉积充填方式的研究,提供了重要的依据。     

新疆构造运动期序及特征

新疆地域辽阔,地质构造运动复杂,特征各异。前人曾对新疆构造运动的划分及命名做了大量工作,但多有不一致,有些构造运动的划分或命名依据不足,因此失去了应有的代表性。现根据实际资料,对新疆地质构造运动重新归纳和认识,提出新疆境内构造运动可划分为11期32幕(次),其中前寒武纪6期、古生代2期17幕(次),中新生代3期9幕(次)     

论塔里木地台北缘中元古宙兴地运动

在塔里木地台北缘库鲁克塔格断隆上,发现晚元古宙帕尔岗群与其下伏兴地塔格群之间为角度不整合。进一步研究了中元古宙兴地塔格群和晚元古宙帕尔岗塔格群在沉积建造、变质作用、构造样式和岩浆活动等方面的差异,证明中元古宙末期曾发生强烈构造运动——兴地运动。它在1.3～1.4Ga达到高潮,0.95～1Ga时结束,形成塔里木地台基底。根据构造要素的叠加关系和变形特征,将这次构造运动划分为三个变形幕。     

深地震反射剖面揭示的天津地区张渤带地壳精细结构

穿过天津地区张渤带的长86 km、NE向深地震反射剖面揭示了该区清晰的地壳精细结构图像和断裂的深浅构造特征,为研究张渤地震构造带的深部孕震环境和构造模式提供了地震学证据,对探讨晚中生代以来华北裂陷盆地的深部动力学过程及演化具有重要意义.结果表明,天津地区张渤带地壳以结晶基底反射T_G为界,分为上下两部分;上地壳反射波组丰富,分层特征明显,界面起伏形态清楚,清晰地刻画出冀中坳陷新生代沉积分层、箕状沉积凹陷的底界、潮白河断裂、蓟运河断裂及丰台—野鸡坨断裂的几何结构;地壳内部结晶基底（T_G）至Moho之间,显示出近于"反射透明"的地震波场特征,无明显震相,这与华北其他地区的深地震反射剖面结果明显不同;地壳厚度为30.0~34.5 km,总体变化趋势为中段地壳厚而南北端相对较薄,Moho在横向上显示出明显的不均匀和横向间断特征,在Moho被错断处存在两个明显的反射事件R_A和R_C,R_A可能是软流圈热物质上涌的侧向残留物,叠层状反射震相R_C则表现出壳幔过渡带特征;剖面揭示了2条错断Moho的超壳深大断裂（F_D1和F_D2）和9条上地壳断裂,深大断裂应是软流圈热物质上涌,造成上地幔隆起而形成的,上地壳断裂与地壳垂直运动及侧向引张力有关;超壳深断裂（F_D1和F_D2）为本区深部热物质的上涌与能量交换提供了通道,而与之对应的地壳浅部断裂（F₃和F₉）,则为能量调整提供了可能的条件,断裂邻近区域可能是未来发生强震的地区,值得注意.     

兰天武地区现今大地垂直形变场演化与地壳运动特征

用分段线性速率整体动态平差法处理了兰天武地区２０多年来的多期水准资料，分析了该区现今大地垂直形变场演化与地壳运动特征。研究结果表明：该区垂直形变七十年代曾表现出山间盆地大幅度上升的强烈逆继承性运动；八十年代华家岭等两北部山地上升、东南部盆地下沉的继承性运动增强；而目前基本恢复了正常的继承性运动状态。进一步分析认为：强烈逆继承性运动和继承性运动增强是区域应力场趋于强化的标志；正常继承性运动的恢复可能是应力场调整的结果。     

大别山地震波速度剖面的重力拟合及花岗岩带

笔者对穿越大别山造山带的六安—大冶宽角反射地震剖面进行了重力拟合。拟合结果表明严格按宽角反射地震速度换算成的密度剖面所产生的是一个重力高,它反映出大别山是一个穹隆,与实测大别山重力低大相径庭。只有将位于大别山山根上,南北大别之间设置一个从地表直达莫霍界面的巨大低密度体,重力曲线才能得到很好的拟合。这个低密度体应为近北西走向的花岗岩带。它与反射地震剖面上石镇透明反射地震带位置吻合,但宽度远较反射地震透明带为大。重力曲线的拟合进一步说明,在华北陆块与扬子陆块碰撞后的白垩纪时,大别山出现一个伸展期,在这个时期,大别山穹隆形成,并伴随有大规模花岗岩的侵入,超高压变质岩从地壳中下部折返到地表。研究说明,联合应用反射地震、宽角反射地震和重力,进行综合解释是必要的,可以得到更令人信服的地质结论。     

北淮阳及其邻接区地壳稳定性研究

运用多学科、多技术相结合的研究方法,从现今构造应力场特征、现代地壳形变特征、主干断裂构造以及区域断裂活动性分析、新构造运动、地震活动、数值模拟等方面入手,对北淮阳及其邻接区地壳稳定性进行了全面而系统的研究,指出本区地震活动受走滑活动断裂控制,中、强地震集中于区内东南部和西北部NW向与NE向断裂交汇处;第四纪无大规模差异升降运动;数值模拟等综合分析表明,信阳地区的区域构造稳定性高,现代地壳形变量小,应力平缓,地震活动少且弱。     

岩脉的大地电磁响应的研究

TM极化时,当测点越过界面时视电阻率均发生变化,基底较深时能放大界面附近的异常,当基底较深、频率较高时,高阻一侧相位低于45°,低阻一侧相位高于45°。TE极化时,只有基底为高阻时越过界面时视电阻率才发生变化,当基底为高阻且频率较高时,相位在界面两侧发生变化。通过岩脉时若相位无变化,岩脉是窄的。     

Incremental Growth of Plains-Type (Compactional) Folds in a Cratonic Environment as Revealed by the Sedimentary Sequence

The enigma of the origin and development of plains-type folds, as they were christened in the early 20th Century, essentially has been solved. The folds, a considerable distance from the tectonic disturbance, were formed by draping of sediments over differentially displaced Precambrian basement fault blocks. These Precambrian basement fault blocks controlled the location, size, and shape of the folds. Forces were transmitted through the rigid basement causing readjustment along the indigenous fracture/fault pattern formed much earlier. In the U.S. Midcontinent, the crystalline basement is overlain by a thin veneer of sediments, and once the structures were formed, they continued to develop as evidenced by features in the overlying sediments. As the stress was transmitted through the basement and then relaxed, the fault blocks moved differentially in concert to these outside forces. Sediment compaction and nondeposition over structural topographic highs reacted accordingly to form the features as seen today. To determine the structural history, structural closure on different horizons on the anticline is plotted in their appropriate stratigraphic position at depth. This gives a compaction line for each tectonically coherent segment. Similar segments show a relatively straightline with offsets at major unconformities indicating breaks in the continuum. It is at these breaks that the section can be stretched until the compaction line matches as a continuum with the resulting gap giving the approximate amount of missing section for that part of the rock column. Conversely, the amount of closure on a structure at depth for each line segment can be estimated by extrapolating downward in that segment. This technique to determine depth of burial and thus the amount of missing stratigraphic section from well data at numerous locations has been compared with estimates made by other methods and the results are similar. Where no other data are available or for quick estimates, then, it is proposed that this approach will give reasonable results and that the values can be used as a constraint in basin modeling.