万州侏罗纪红层软弱夹层特征

在万州侏罗纪红层中,连续分布多层产状稳定、厚度较大的软弱夹层。经X射线衍射分析、红外光谱分析及扫描电镜观察：软弱夹层主要矿物成分为蒙脱石、长石、α-石英、伊利石、绿泥石等;其微观结构以片状结构为主,微裂隙和微孔隙发育,有少量网格结构,局部可见粘土矿物定向排列。野外调研表明：软弱夹层曾经受较强的构造挤压作用,部分已发生层间剪切破坏,从而导致剪切强度降低。对软弱夹层的物理力学性质进行试验研究可知：软弱夹层为中等膨胀性土;且一旦遇水饱和,其剪切强度将大幅度下降。这些特征说明,在特定的条件下,软弱夹层容易成为基岩滑坡的滑动面。     

悬浮液进样氢化物发生原子荧光法测定海洋沉积物样品中痕量砷

人类对砷的认识已有很长的历史,近几十年来关于砷对环境的污染以及对人体健康的影响日益受到人们的关注.砷是海洋沉积物中常见的主要环境污染元素之一,目前测定它的常用方法有砷钼酸-结晶紫分光光度法[1]、氢化物-原子吸收分光光度法[1]、催化极谱法[1]、氢化物-原子荧光光谱法[2],但是这些方法需将样品制备成溶液,处理过程冗长,易引起操作沾污和待测成分损失,而且试剂消耗量大,同时产生的酸气对操作人员的身体健康非常有害,为此分析工作者一直在寻求一些新的前处理技术.     

对青海锡铁山矿区几个关键地质问题的认识

锡铁山矿区晚奥陶世滩间山群与早元古代达肯大坂群间的接角关系为隐蔽不整合,其间发育基底剥离断层（Ｆ１）,基底剥离断层之下的“过渡带”实际上是一条退条质的下滑型韧性剪切带。而滩间山群则被构造肢解为Ｏ３ｔｍ＾ａ－ｂ褶叠层与Ｏ３ｔｎ＾ｃ－ｄ褶皱冲断岩片,其间发育上剥离断层（Ｆ２）,两条剥离断层面上、下因构造剥蚀充失了大厌地层。并认为和里东晚期的伸展构造体制形成锡铁山变质核杂岩,海西期的抗日压构造体制形成褶     

Soluble salt deposit in the Nihewan beds and its environmental significance

Observation and experimental analysis of soluble salt deposit along four profiles across the strata deposited in Nihewan paleolake basin enabled us to recognize the nature and evolution stages of the Nihewan paleolake and its significance in stratigraphical division and pa-leo-environmental reconstruction. The Nihewan paleolake was at least a weak-saline to semi-saline lake and represents an intracontinental lake in the semi-arid region. The lower member of sedimentary strata in the paleolake contains gypsum layer and gypsum lamellae. Soluble salt is mainly composed of SO ₄ ^2- and Ca²⁺ ions, representing a trend of the paleolake evolving into a stage of sulfate lake. The upper member of the strata has predominantly Cl^-, K⁺, and Na⁺ ions in soluble salt, indicating a starting development of the paleolake to chlorite lake, but no salt rock was deposited, indicating a drying trend of the area.     

高含沙泥浆模型试验及其糙率纠正

国内许多年久失修的地下设施在废弃时面临巨大的安全隐患,而利用高含沙泥浆进行填充是有效而经济的方法。在进行填充前,对管道填充的可行性需要建立模型进行试验研究。在模型试验研究时遇到的模型不相似问题是影响模型试验准确性的重要因素,因此要对试验所得数据进行修正。在本次研究中我们通过对于试验所得流速数据进行糙率纠正解决了糙率不相似的问题。     

红层泥岩水岩作用特征研究

红层是红色陆相沉积为主的碎屑沉积岩层,岩性以砂岩、泥岩、粉砂岩和页岩为主。该类岩层多为软岩与硬岩相间,呈互层状产出,层间结合力弱。受区域构造影响,岩层扭曲褶皱强烈,多中高倾角,结构面发育,有泥化现象。红层中的泥岩具有透水性弱、亲水性强,遇水易软化、塑变,抗风化能力弱,易崩解等特性。特别是遇水后岩体及结构面抗剪强度大幅度降低,并且具有遇水膨胀、失水收缩的工程特性。水岩作用对边坡的影响主要有,结构面遇水泥化导致楔形体失稳,泥岩塑性变形引起边坡蠕变,同时红层还具有很强的崩解性,边坡开挖后发生崩解等现象。     

合肥盆地三尖铺组^40Ar—^39Ar同位素年代地层学研究

合肥盆地南缘中生代红层层序及时代,由于缺乏可靠的化石依据,曾几经变动人为因素很大。根据三尖铺组红层中泥炭在沉积或成岩作用条件下形成的伊利石之＾４０Ａｒ－＾３９Ａｒ定年,其坪年龄为１５７．７￣１５９．９５Ｍａ,等时线年龄为１５７．２￣１５９．９Ｍａ,并用Ｋ－Ａｒ法测年进行对比和验证,其值为１５１．８￣１５５．８Ｍａ,故确定其时代下限应为中株罗世晚期（卡洛维期）,上限可能达晚侏罗世早期（牛津期）。＾４     

Facies of slurry-flow deposits, Britannia Formation (Lower Cretaceous), North Sea: implications for flow evolution and deposit geometry

ABSTRACT Mud‐rich sandstone beds in the Lower Cretaceous Britannia Formation, UK North Sea, were deposited by sediment flows transitional between debris flows and turbidity currents, termed slurry flows. Much of the mud in these flows was transported as sand‐ and silt‐sized grains that were approximately hydraulically equivalent to suspended quartz and feldspar. In the eastern Britannia Field, individual slurry beds are continuous over long distances, and abundant core makes it possible to document facies changes across the field. Most beds display regular areal grain‐size changes. In this study, fining trends, especially in the size of the largest grains, are used to estimate palaeoflow and palaeoslope directions. In the middle part of the Britannia Formation, stratigraphic zones 40 and 45, slurry flows moved from south‐west and south towards the north‐east and north. Most zone 45 beds lens out before reaching the northern edge of the field, apparently by wedging out against the northern basin slope. Zone 40 and 45 beds show downflow facies transitions from low‐mud‐content, dish‐structured and wispy‐laminated sandstone to high‐mud‐content banded units. In zone 50, at the top of the formation, flows moved from north to south or north‐west to south‐east, and their deposits show transitions from proximal mud‐rich banded and mixed slurried beds to more distal lower‐mud‐content banded and wispy‐laminated units. The contrasting facies trends in zones 40 and 45 and zone 50 may reflect differing grain‐size relationships between quartz and feldspar grains and mud particles in the depositing flows. In zones 40 and 45, quartz grains average 0·30–0·32 mm in diameter, ≈ 0·10 mm coarser than in zone 50. The medium‐grained quartz in zones 40 and 45 flows may have been slightly coarser than the associated mud grains, resulting in the preferential deposition of quartz in proximal areas and downslope enrichment of the flows in mud. In zone 50 flows, mud was probably slightly coarser than the associated fine‐grained quartz, resulting in early mud sedimentation and enrichment of the distal flows in fine‐grained quartz and feldspar. Mud particles in all flows may have had an effective grain size of ≈ 0·25 mm. Both mud content and suspended‐load fallout rate played key roles in the sedimentation of Britannia slurry flows and structuring of the resulting deposits. During deposition of zones 40 and 45, the area of the eastern Britannia Field in block 16/26 may have been a locally enclosed subbasin within which the depositing slurry flows were locally ponded. Slurry beds in the eastern Britannia Field are ‘lumpy’ sheet‐like bodies that show facies changes but little additional complexity. There is no thin‐bedded facies that might represent waning flows analogous to low‐density turbidity currents. The dominance of laminar, cohesion‐dominated shear layers during sedimentation prevented most bed erosion, and the deposystem lacked channel, levee and overbank facies that commonly make up turbidity current‐dominated systems. Britannia slurry flows, although turbulent and capable of size‐fractionating even fine‐grained sediments, left sand bodies with geometries and facies more like those deposited by poorly differentiated laminar debris flows.     

山西交城水峪贯区域构造及地貌形成因素分析

交城水峪贯区域地质构造复杂,三大岩类齐全,岩浆岩类发育,岩层露头特征明显,并伴有煤、铁等矿产分布。区内主要发育NNW、NNE、SN向构造体系,从构造、地貌、地层及岩浆岩等因素分析,本区域经历了多次地质构造运动,对其影响最大的为燕山运动。在早燕山期构造运动中近EW向的主应力作用下形成了本区域古洞道向斜、鲁沿向斜、山前大断裂等构造及狐偃山六大岩浆岩体,后期受应力转变造成本区域X型剪节理发育及构造扭曲等现象。形成了本区域现代地质构造及地貌轮廓。     

水泥-粉煤灰浆液在水电站隧洞灌浆中的应用

针对三叉水电站引水隧洞Ⅳ标段围岩地质条件,详细分析了水泥-粉煤灰浆液在该工程引水隧洞灌浆中的应用情况。从应用情况综合分析可以得出,隧洞灌浆采用水泥-粉煤灰浆液是可行的,完全能满足设计要求,在保证灌浆质量的前提下,可以降低部分施工成本,具有较好的推广应用价值。