定点潮汐形变观测与GPS大地测量

论述了我国定点潮汐形变观测与GPS在观测周期，物理量，频域，实测精度，监测优势者方面的异同，认为定点潮汐形变观测是测震学与大地测量（含GPS）的必要补充，介绍了我国定点潮汐形变观测技术的发展与台网观测技术，以及它在我国10多次中强震测报中的应用。     

推覆构造滑脱层有限变形力学分析

本文根据推覆构造滑脱层的变形特点,运用以S—R分解定理为基础的有限变形力学理论,研究了断坪与断坡滑脱层的变形场特征。用全量及增量方法逆解求出了变形滑脱层所受的边界外力;利用变形场与应力场的分析结果,给出了推覆构造在拆离时推覆席体的推移距离及作用推力的简捷计算公式。     

利用GPS资料研究山西裂谷带的水平形变

基于山西及邻近地区的GPS测量资料,给出山西裂谷带水平形变场演化图像,研究山西裂谷带拉张、挤压等受力状况与地震活动之间的关系,探讨预报地震的方法。     

环渤海区域及邻区现今地壳构造运动形变特征分析

将环渤海区域划分为5个次级块体,利用整体旋转与线性应变模型分析2009~2014年中国大陆构造环境监测网络的GPS对地观测速度场数据,得到相对于欧亚板块0.5°×0.5°的水平运动速度场和应变场。分析形变速度场和应变场的空间变化发现,环渤海区域整体上呈现0.25×10^-9/a的NW-SE 111.3°的双向趋势性扩张运动,太行块体、山西块体分别呈NW-SE 116.3°、NW-SE 130°的微弱扩张运动,胶辽块体、冀鲁块体和阴山-燕山块体分别存在NW-SE 144.3°、NE-SW 39.5°和NW-SE 155.6°的微弱压缩运动,其中太行块体的扩张运动量级相对于其他次级块体较大。尽管环渤海区域内部各次级块体的形变在空间上存在以上差异,但整体上环渤海区域主压应变轴方向基本为NEE-SWW,主张应变轴方向为NNW-SSE,且主压应变轴走向为NE 47.70°～89.74°,与利用地球物理方法得到的主压应变轴优势方向大体一致,表明环渤海区域现今地壳运动相对稳定。     

黄陵背斜的构造几何形态及其成因探讨

黄陵背斜位于扬子克拉通的东缘,其核部出露的崆岭群被认为是扬子克拉通的基底岩石,并成为华南地质学研究的热点地区。从区域上看,黄陵背斜紧邻江汉盆地,东西两侧分别是荆当盆地与秭归盆地,黄陵背斜和周缘盆地构成明显的隆起—坳陷相互对应的构造。详细的野外观察和构造几何学的剖析表明,黄陵背斜的两翼西陡东缓,构成不对称背形的穹隆构造。在穹隆形成过程中,相应的岩石变形以顺层滑脱及相关的褶皱和小规模的逆冲断层为主,在早三叠世薄层灰岩、志留纪龙马溪组页岩、奥陶纪灰岩、寒武纪炭质灰岩以及震旦纪陡山沱组薄层灰岩广泛发育,并具有垂向缩短的重力滑脱特点,构造叠加关系指示了其形成于晚侏罗—早白垩纪之间。在构造变形分析的基础上,并深入探讨了黄陵背斜成因的3种可能的动力学背景。     

陕西蟒岭马河地区宽坪群多期褶皱变形

据面理置换、小褶皱叠加、线理构造,以及对大中型构造的分析,再结合原生沉积构造和构造几何学分析,确定马河地区宽坪群经历了至少三期叠加变形.第一期为区域性挤压的紧闭平卧褶皱,第二期为穹窿状或长垣状褶皱.第三期为南北向开阔宽缓褶皱。查清构造为正确建立层序提供了依据.     

谈早前寒武纪侵入岩定位、变形、变质的同期性

依据鲁西地区早前寒武纪花岗质侵入岩普遍具有塑性流变特征和退化变质特征,以及变质作用和变形作用相协调等现象,认为岩体的侵位与变形、变质是同一期构造岩浆作用形成的,是岩浆就位后逐渐冷凝过程中,在持续应力作用下发生的,与后期的地质构造作用无关;固态岩石只能发生脆性变形和局部的脆韧性变形。并从热力场、动力场和化学场的变化趋势对变形、变质作用的制约因素作了简要分析。     

节理岩体断裂的分形机理研究

本文在考察了节理化岩体的断裂力学特征的基础上，结合现代分形几何原理，建立起追踪裂纹裂分形模型，对不连续岩体的断裂韧性的分形效应进行了深入研究，并通过压剪试验得到难。     

GNSS在断层形变研究中的应用

Great earthquakes often occur along or near active fault belts. Thus, monitoring and research on fault deformation are quite important. Methods such as short-leveling, short- baseline and integrated monitoring profile across fault belts have been used to monitor fault activities for many years. GNSS observations are mainly used to obtain the horizontal velocity field in large areas and to study the activities and deformation of major blocks. GNSS technology has been used to monitor and study the deformation of faults from a different aspects, In this paper, some applications and new explorations of GNSS are discussed. They are： （1） Research and monitoring of strike-slip activities of faults with GNSS. （2） Research and monitoring of vertical activities of faults with GNSS. （3） Investigating the laws of deformation of blocks on the sides of fault zone and setting up strain models to deduce the activities and deformation of faults with respective models and compare the deduced results with the actual measurements across fault. It is concluded that a larger discrepancy between the deduced and the observed deformation indicates a stronger interaction between the blocks, which can be important for predicting the location of a strong earthquake and assessing seismic hazard, as well as the seismicity trend.     

A model test system with a dynamic load device for geotechnical engineering in cold regions

A model test system with a dynamic load device for geotechnical engineering in cold regions is presented. This system consists of a model test tank, a refrigeration device and temperature controller, a dynamic load device, together with sensors and data loggers for detecting stress, deformation, and temperature changes. The system can accommodate soil blocks up to 3 m in length, 2.5 m in width, and 1 m in height. The lowest temperature provided by the refrigeration device is -20 °C. The maximum load provided by the dynamic load device is 100 kN and the vibration frequency of the dynamic load can range from 0.1 to 10 Hz. A number of waveforms, such as sine waves, rectangular waves, triangle waves, and other user-defined waves can be generated by the dynamic load device controller.