四川攀西裂谷的构造环境及构造发展

攀西的结晶基底岩系——康定群,褶皱基底岩系——会理群、昆阳群与北澳大利亚地区一致,是泛冈瓦纳大陆的组成部分。泥盆—二叠纪时期,扬予古陆发生强烈地裂运动,后期扬予古陆向北漂移,导致了它与澳大利亚的分裂,这时攀西不再是一个单纯的内陆裂谷,它发展为原大洋,成为扬予古陆西缘的被动大陆边缘裂谷。二叠纪末它可能与同步向北漂移的羌塘-印支古陆拼合:三叠纪初与华北陆块拼合;于侏罗纪、白垩纪分别与藏北及藏南陆块拼合;喜马拉雅运动,印度板块碰撞,形成了统一的亚洲大陆,本区受造山作用影响,形成广泛的冲断-推覆体构造形体。     

造山后伸展构造研究的最新进展

本文综合介绍和比较分析了全球范围内不同时期造山带中的伸展构造样式；地壳尺度的拆离带或低角度正断层的性质、几何学和运动学；拆离带下盘变质核杂岩的抬升机理及其中各种韧性组构的成因和发展演变；后造山伸展塌陷过程中的岩浆活动和热演化；伸展平行褶皱的成因和构造几何学；后造山伸展盆地的形成过程；造山带地球物理剖面解释和岩石圈动力学；后造山伸展构造的物理和数字模拟等方面，当前开展的主要研究内容、研究方法和趋势。     

物元可拓法在地下水水质评价中的应用

可以从定性、定量两个角度解决问题的物元可拓法已被广泛应用于各个领域,本文对物元可拓法进行了改进,并应用于地下水水质评价,同时采用模糊综合评判方法进行了验证。Piper-三线图显示,研究区地下水主要为HCO3—Na和HCO3—Ca·Na型水,水质本底条件较好。水质评价结果表明,上第三系馆陶组地下水水质显著优于明化镇组,1984~1999年间明化镇组和馆陶组的地下水水质均有变坏趋势,前者趋势较为明显。物元可拓法采用综合关联度与可拓指数判断地下水水质级别,不仅能反映其相对性,也能反映绝对性,可延拓连续的特点使其更有说服力。     

Graben width controlling syn-rift sedimentation: the Palaeogene southern Upper Rhine Graben as an example

Eocene to Early Oligocene syn-rift deposits of the southern Upper Rhine Graben (URG) accumulated in restricted environments. Sedimentation was controlled by local clastic supply from the graben flanks, as well as by strong intra-basinal variations in accommodation space due to differential tectonic subsidence, that in turn led to pronounced lateral variations in depositional environment. Three large-scale cycles of intensified evaporite sedimentation were interrupted by temporary changes towards brackish or freshwater conditions. They form three major base level cycles that can be traced throughout the basin, each of them representing a stratigraphic sub-unit. A relatively constant amount of horizontal extension (ΔL) in the range of 4–5 km has been estimated for the URG from numerous cross-sections. The width of the rift (L _f ), however, varies between 35 and more than 60 km, resulting in a variable crustal stretching factor between the bounding masterfaults. Apart from block tilting, tectonic subsidence was, therefore, largely controlled by changes in the initial rift width (L ₀). The along-strike variations of the graben width are responsible for the development of a deep, trough-like evaporite basin (Potash Basin) in the narrowest part of the southern URG, adjacent to shallow areas in the wider parts of the rift such as the Colmar Swell in the north and the Rhine Bresse Transfer Zone that delimits the URG to the south. Under a constant amount of extension, the along-strike variation in rift width is the principal factor controlling depo-centre development in extensional basins.     

东准噶尔鲍尔羌吉——带热隆伸展构造的厘定

东准噶尔1：25万造山带填图方法研究过程中，在鲍尔羌吉一带发现较为典型的伸展构造，与许志琴等提出的热隆伸展构造有相似之处，其隆升与晚古生代造山后期抬升侵位的花岗岩有关，重熔花岗岩侵位上隆形成“热穹隆”构造，在岩体顶部垂直主应力作用下导致上部地壳伸展减薄，形成以晚古生代花岩为核心的伸展构造。     

土工格栅加筋碎石土大型三轴试验研究

在大型三轴仪上进行了素碎石土和加筋碎石土的三轴排水剪切试验，探讨了加筋碎石土的强度及变形特性；分析了塑料土工格栅的加筋机理，为加筋碎石土的理论计算提供了依据。     

正常固结饱和粘性土的不排水强度

本文以有效应力强度理论和Henkel孔隙水压力公式为基础,建立了各种类三轴与平面应变试验条件下正常固结饱和粘土的不排水强度公式及相互关系;初步估计了粘土强度随固结增长的计算公式.     

含粘粒砂土抗液化性能的试验研究

通过对含粘粒砂土所作的试验研究, 包括: 粘粒矿物成分不同、粘粒含量不同的重塑土样所作的室内动三轴试验; X光衍射试验, 试验结果对比分析后, 得出了含粘粒砂土抗液化性能的特性。并得出以下结论: (1)粘粒矿物成分不同, 也引起砂土动力稳定性的变化; (2 )动剪应力强度与粘粒含量并非呈单调增加关系, 而呈抛物线型, 并给出回归方程; (3)含粘粒的砂土, 其抗液化能力最低点总是在粘粒含量 8.5～ 9.5 %之间。     

Faulting in zones of lithospheric extension: Quantitative analysis of natural and experimental data

Quantitative relationships between major fault parameters from geological observations and laboratory experiments are compared. Relationships are established between fault length, number, depth of fault penetration, amplitude of displacement and other characteristics. The width of destruction zones is estimated. Spacing between parallel faults of compatible length is evaluated. It is shown that there is a stable correlation between fault length and number, which is independent from the mode of loading the material under destruction. Destruction of the lithosphere is believed to occur according to the laws of deformation of Maxwell elasto-viscous body.     

Cyclic strength and deformation of crushable carbonate sand

Cyclic triaxial tests have been carried out on a skeletal carbonate sand from the west coast of Eire. Results are presented for undrained cyclic shear tests on samples with 80% of relative density consolidated under both isotropic and anisotropic conditions. Failure was defined as a 5% double amplitude cyclic strain and a 5% peak axial strain for stress-reversal and non-reversal stress conditions, respectively. Using this definition the cyclic strength for isotropically consolidated samples was affected by the confining pressure although the angular platey nature of the sand resulted in higher cyclic strengths than for a comparable silica sand. For anisotropically consolidated samples the cyclic strength increased with increasing initial static shear stress while on the other hand the cyclic strength normalised in the usual way with respect to the initial confining pressure decreased as this pressure increased.