骨节状香肠构造形成机制研究——以湖北铁山为例

以湖北大冶铁山地区骨节状香肠构造为对象,根据其骨节缝形态、香肠层的剖面形态以及骨节缝填充脉体与香肠形成的期次关系,划分出13种骨节状香肠构造类型;通过对其物质组成的镜下鉴定,认为其形成过程中至少发生两期变形作用,并总结出三种力学机制①两期递进的垂直层面压缩变形叠加;②早期垂直层面压缩与后期平行层面剪切的叠加;③早期垂直层面压缩与后期平行层面挤压的叠加。     

浅论伸展构造在基岩中的表现型式

伸展构造在基岩中的表现,取决于其形成时的变形相及岩石的变形行为,可以归纳为五种主要型式:高角度正断层系组成的地堑或盆岭式构造;剥离断层;岩层的普遍变薄与糜棱岩化;相对强硬层的香肠化和缺失;褶叠层的普遍存在。文中比较详细地讨论了剥离断层与冲断推覆构造的差异及糜棱岩的识别,尤其是对碳酸盐糜棱岩识别的主要标准。     

Earthquake-related Tectonic Deformation of Soft-sediments and Its Constraints on Basin Tectonic Evolution

The authors introduced two kinds of newly found soft-sediment deformation-synsedimentary extension structure and syn-sedimentary compression structure, and discuss their origins and constraints on basin tectonic evolution. One representative of the syn-sedimentary extension structure is syn-sedimentary boudinage structure, while the typical example of the syn-sedimentary compression structure is compression sand pillows or compression wrinkles. The former shows NW-SE-trendlng contemporaneous extension events related to earthquakes in the rift basin near a famous Fe-Nb-REE deposit in northern China during the Early Paleozoic （or Mesoproterozoic as proposed by some researches）, while the latter indicates NE-SW-trending contemporaneous compression activities related to earthquakes in the Middle Triassic in the Nanpanjiang remnant basin covering south Guizhou, northwestern Guangxi and eastern Yunnan in southwestern China. The syn-sedimentary boudinage structure was found in an earthquake slump block in the lower part of the Early Paleozoic Sailinhudong Group, 20 km to the southeast of Bayan Obo, Inner Mongolia, north of China. The slump block is composed of two kinds of very thin layers-pale-gray micrite （microcrystalline limestone） of 1-2 cm thick interbedded with gray muddy micrite layers with the similar thickness. Almost every thin muddy micrite layer was cut into imbricate blocks or boudins by abundant tiny contemporaneous faults, while the interbedded micrite remain in continuity. Boudins form as a response to layer-parallel extension （and/or layer-perpendicular flattening） of stiff layers enveloped top and bottom by mechanically soft layers. In this case, the imbricate blocks cut by the tiny contemporaneous faults are the result of abrupt horizontal extension of the crust in the SE-NW direction accompanied with earthquakes. Thus, the rock block is, in fact, a kind of seismites. The syn-sedimentary boudins indicate that there was at least a strong earthquake belt on the southeast side of the basin during the early stage of the Sailinhudong Group. This may be a good constraint on the tectonic evolution of the Bayan Obo area during the Early Paleozoic time. The syn-sedimentary compression structure was found in the Middle Triassic flysch in the Nanpanjiang Basin. The typical structures are compression sand pillows and compression wrinkles. Both of them were found on the bottoms of sand units and the top surface of the underlying mud units. In other words, the structures were found only in the interfaces between the graded sand layer and the underlying mud layer of the flysch. A deformation experiment with dough was conducted, showing that the tectonic deformation must have been instantaneous one accompanied by earthquakes. The compression sand pillows or wrinkles showed uniform directions along the bottoms of the sand layer in the flysch, revealing contemporaneous horizontal compression during the time between deposition and diagenesis of the related beds. The Nanpanjiang Basin was affected, in general, with SSW-NNE compression during the Middle Triassic, according to the syn-sedimentary compression structure. The two kinds of syn-sedimentary tectonic deformation also indicate that the related basins belong to a rift basin and a remnant basin, respectively, in the model of Wilson Cycle.     

鄂东南铁山不对称骨节状石香肠构造基质层中的应变测量与分析

鄂东南铁山是亚洲首个发现骨节状石香肠构造的地区。以该区不对称骨节状石香肠构造为研究对象,利用惯量椭圆法对其基质层进行有限应变测量,获得真应变差、运动学涡度等相关参数及有限应变椭圆长轴展布方位的分布图。对所获数据资料研究表明:该不对称骨节状石香肠构造基质层的应变受其能干层控制,有限应变值与其离能干层的距离趋于负相关,且与其矿物颗粒粒径呈负相关,在平行于石香肠构造伸展方向上基质层有限应变分布不均;石香肠体附近与之相近规模的变形构造可使其相应基质中的应变分布紊乱;该不对称骨节状石香肠构造是由早期平行于层面简单剪切叠加晚期平行层面伸长、垂直层面压缩的纯剪切作用形成。与不对称鱼嘴状石香肠构造对比研究表明,两者基质层中简单剪切与纯剪切的分布均分别与其相对增厚与减薄区段对应,而两者形态的不同主要与石香肠体不连续处充填物的能干性不同有关,再次表明两者均是较好的岩石流变学标志。     

Finite strain effects in experimental mullions

Mullions are cylindrical structures developed at the interface between rocks of different competence shortened along the layering. Natural examples include phyllosilicate-rich meta-igneous sheets and massive sulfides in silicate country rocks. In axial profiles they consist of rounded lobes convex into the less competent material which alternate with sharp cusps pointing toward the more competent material. Mullions have been produced experimentally in incompetent single layers of silicone putty (viscosity n_L = 2.9 × 10⁴ Pa s and power law exponent n = 1) embedded in a strain-rate softening host of plastilina + silicone putty mixture (n_h = 5.5 × 10⁶ Pa s and n = 7.1). The initiation, development and changes in geometry of mullions in the two interfering interfaces of a single incompetent layer shortened along its length by pure shear, are reported. Up to ∼10% bulk shortening (% BS) gentle flexures develop first in one interface, then, by ∼17% BS, in both. These rounded irregularities become cuspate at ∼25% BS. Where a lobe develops on one contact, a cusp is slightly preferred on the opposite side. Such antisymmetric mullions contrast with the symmetrical (pinch-and-swell) mullions predicted by Smith, but are like natural examples and those figured in the literature. The amplitudes of the cusps increase while their wavelength range decreases with finite shortening. It has been found that mature cusps distort but do not transgress the original contact even if the viscosity contrast is ∼-1/1000. Beyond 40% BS, cusps either mature to flames or combine to horns, and after 60% BS even the last surviving mullions cease to amplify dynamically and the layer only thickens uniformly. Most stages seen in the models can be matched by natural field examples.     

A stress-transfer model for the development of extension fracture boudinage

The term boudinage is used to describe a wide variety of extensional structures in deformed rocks. This paper is mainly concerned with boudinage resulting from through-layer extension fractures followed by separation of the layer segments, thus forming boudins with more or less rectangular cross-sections. In principle, this process is similar to the break up of fibres in fibre-reinforced composite materials extended parallel to the fibre direction. Both processes are controlled by the transfer of stress from the matrix to the fibre (or layer) and a mathematical model for fibre-matrix stress transfer (the ‘fibre-loading’ model) is well established. We have used this as a basis for developing a stress transfer model for boudinage. The only difference in the basic mathematical formulation results from geometric differences between the two systems; the geometric expressions in the fibre-loading model have, therefore, been rederived for the layer-matrix case.Stress-transfer theory predicts that the tensile stress in a layer segment rises from a minimum at the end of a segment to a maximum at the centre. This behaviour, which is clearly shown by finite-element models of boudinage structure, suggests that extension fracture boudinage develops by successive ‘mid-point’ fracturing. According to stress-transfer theory, the process will continue until a layer is reduced to segments (boudins) all of which are shorter than some critical length (for which the tensile fracture strength of the layer is equal to the tensile stress at the mid-point). In practice, successive fracturing will be influenced by two other factors: (1) in nature the controlling material properties (tensile fracture strength, elastic moduli) will not be single-valued but will have a distribution reflecting local variations in lithology and microstructure and (2) major pre-deformation flaws may be present in a layer which will control the ‘starting length’ of layer segments. These factors are incorporated with the stress-transfer theory into a statistical (Monte Carlo) model for extension fracture boudinage which results in a prediction of boudin aspect ratios. The predicted distribution compares very closely with the observed distribution of 91 quartzite boudins within Lower Carboniferous slates at Tintagel, Cornwall.The stress-transfer model implies that boudin-defining fractures occur sequentially so that inter-boudin gap lengths will be unequal. Strain estimates based on boudinage structure will vary according to which part and how much of a layer is sampled. A much improved strain estimate is possible based on sequentially closing the inter-boudin gaps. The stress-transfer theory also leads to the possibility of estimating palaeostress from boudinage structure and is the only model available which predicts an aspect ratio distribution of boudins formed by extension fracture. Other than our own, we know of no published data on boudin aspect ratio distributions. Hence, further elaboration of the model is not possible until more field data is available. We hope that our work will encourage the systematic measurement of boudinage as well as the development of alternative models.     

东天山康古尔韧性变形带韧性挤压变形特征:以哈密黄山东地区为例

东天山康古尔断裂带和雅满苏断裂带之间石炭纪沉积-火山岩系中发育一条东西向韧性变形带，具两期性质不同的韧性变形，早期韧性挤压性质，晚期右行韧性剪切.对早期韧性挤压变形的宏观构造（糜棱面理、糜棱线理、对称石香肠构造、不对称褶皱等）和显微构造（压力影构造、布丁构造、动态重结晶、不同类型砾石变形特征等）特征做了详细的研究.糜棱岩中砾石有限应变Flinn图解判别岩石类型为L-S和SL型构造岩，三轴应变量的测量均揭示了一般压缩和少部分的平面应变类型.石英亚颗粒旋转重结晶及少量边界迁移重结晶，长石塑性变形、部分膨凸重结晶等变形特征；石英C轴组构揭示中温柱面 < a>和菱面 < a>滑移为主，后期叠加底面 < a>滑移.因此，推测早期韧性挤压变形温度范围在450~550℃.综合区域地质资料，康古尔变形带早期韧性挤压变形形成于300~290 Ma，塔里木板块和中天碰撞闭合后陆内南北挤压环境下.      

Structural pattern and strain history of a superposed fold system in the Precambrian of Central Rajasthan,India. II. Strain history

Analysis of shapes of folds, together with other structures such as axial plane foliation boudinage, mullions and cross joints, show that the F₁ folds in the ‘main Raialo syncline’ were formed by buckling, and were subsequently modified by flattening normal to the axial planes and lengthening along the axis. The apparent buckle shortening of the F₁ folds generally ranges between 70 and 80%. The folds were formed by simple shear (giving place to pure shear at certain stages) in an almost north-south direction on subhorizontal beds. Progressive deformation in the later stage of F₁ folding resulted in gentle upright folding of F₁ axial planes on F₁′ axes slightly oblique to F₁. The F₂ folds, whose average shortening ranges from 20 to 30%, were also formed by buckling caused by horizontal compression in a nearly northwest-southeast direction. This folding was preceded and followed in some instances by homogeneous strain, as deduced fro mthe shapes of the F₂ folds and the nature of variation of the F₁ lineations. The F₃ conjugate structures developed when the maximum compressive strain was vertical and the intermediate compressive strain northwest-southeast, almost normal to the subvertical F₂ axial planes. The increase in the amplitude of the F₂ folds in the last phase of F₂ folding in certain zones resulted in an excess of vertical load, which dissipated with the formation of the F₃ structures. In the last stage of movement (F₄) the maximum compressive strain became horizontal along the strike of F₂ axial planes, whereas the minimum compressive strain was normal to them. The F₄ structures, therefore, point to a longitudinal shortening with reference to large scale F₂ folding.     

库车前陆盆地新生代盐构造特征及形成机制：物理模拟和讨论

膏盐层的存在对库车前陆盆地构造变形与演化具有重要的影响,导致了盐上构造与盐下构造形态的明显不同。盐上 构造以宽缓的褶皱为主,而盐下构造则以紧密排列的冲断层为主。我们采用构造物理模拟方法对库车盐构造变形演化过程 和变形机制进行了分析。研究表明,库车盐构造变形主要受区域挤压和同构造沉积作用的影响。在克拉苏构造带,盐构造 形成、演化的主控因素为区域挤压作用,而在构造带前缘的秋里塔格构造带,盐构造的主控因素则为邻区拜城凹陷的巨厚 同构造沉积。     

松辽盆地南部白垩纪-古近纪挤压构造的发现与盆地性质探讨

松辽盆地位于欧亚板块东部,毗邻太平洋板块,是叠置于华北板块和西伯利亚板块之间的晚古生代碰撞造山带之上规模最大的中-新生代陆相含油气盆地,具有断、坳双重结构。自白垩纪以来,松辽盆地南部主要经历两期挤压作用:NW-SE向挤压作用发生在下白垩统营城组碎屑岩段-上白垩统泉头组沉积时期,挤压作用持续了18Myr;近E-W向挤压作用发生在四方台组-古近系沉积时期,挤压作用至少持续了39.1Myr。两期挤压作用都表现出东强西弱的特点,第二期挤压作用的变形强度远大于第一期,并且在明水组沉积晚期变形强度最大,这期挤压作用奠定了松辽盆地现今的构造格局。下白垩统营城组上部碎屑岩段-上白垩统泉头组和四方台组-古近系的沉积作用分别记录了第一期、第二期挤压作用形成的反转构造和断层相关褶皱的变形过程。上述构造在不同时期隆升速率与沉积速率之间的关系,控制了盆地的沉积范围、沉积地层的厚度和接触关系在空间上的变化。松辽盆地在上述两个构造演化阶段都处于活动大陆边缘的陆内区域,盆地性质都应属于陆内挤压坳陷盆地。     

构造流变计

根据构造形迹和应变式反演岩石流变性质的方法称为构造流变计,或简称流变计。目前提出的流变计主要有应变折射、能干层褶皱香肠构造、残斑翼尾样式。应变折射、能干层褶皱和香肠构造流变计已进入量化阶段。构造流变计 可用于研究不同尺度地质体的流变结构,也可用来研究地质体的流变学演化,具有很好的发展前景。     

鄂东南铁山不对称鱼嘴状石香肠构造基质层中的应变分析

利用惯量椭圆法对鄂东南铁山不对称鱼嘴状石香肠构造基质层中不同位置的方解石进行二维有限应变测量。运动学涡度以及相关参数的等值线分布图表明:不对称鱼嘴状石香肠构造基质层中的应变分布是不均匀的。基质层中,靠近断开的能干层处的剪切变形中纯剪切占优势,伸长方向趋向于平行剪切方向;而靠近连续的能干层处的剪切变形中简单剪切占优势,伸长方向趋向于垂直剪切方向。     

Modelling of segment structures: Boudins, bone-boudins, mullions and related single- and multiphase deformation features

Finite element modelling has been used to simulate the development of segment structures, deformed layer segments separated by veins, such as boudins, mullions, and bone-boudins. A parameter sensitivity analysis is used to compare the influence of the nature of the flow, the relative viscosities of veins in necks and the host rock, and the initial geometry of the layer segments. Parameter fields have been determined for the relative viscosity of veins and layers, and the kinematic vorticity number of flow. Reworked segment structures can have several shapes such as bone-, bulging, shortened bone-boudins and their asymmetric equivalents such as domino- and shearband-boudin geometry. The model for asymmetric reworked segment structures is applied to such features from the Lower Ugab Metaturbidites in NW Namibia. The model suggests that these structures form where the neck veins are stronger than the boudinaged layer, with a significant simple shear component of the bulk flow. The quartz filled necks in the Lower Ugab are therefore stronger than the quartz-rich wall rock in greenschist facies where the progressive deformation occurred. Bone-boudins are usually interpreted to form in transpressional flow, but simulations of the rotation of tension gashes show that they can also form in simple shear or slightly transtensional shear flow.     

Structural characteristics and evolution of the South Yellow Sea Basin since Indosinian

Based on the seismic data gathered in past years and the correlation between the sea and land areas of the Lower Yangtze Platform, the structural characteristics of the South Yellow Sea Basin since the Indosinian tectonic movement is studied in this paper. Three stages of structural deformation can be distinguished in the South Yellow Sea Basin since the Indosinian. The first stage, Late Indosinian to Early Yanshanian, was dominated by foreland deformation including both the uplifting and subsidence stages under an intensively compressional environment. The second stage, which is called the Huangqiao Event in the middle Yanshanian, was a change for stress fields from compression to extension. While in the third stage (the Sanduo Event) in the Late Himalayan, the basin developed a depression in the Neogene-Quaternary after rifting in the Late Cretaceous-Paleogene. The long-time evolution controlled 3 basin formation stages from a foreland basin, then a fault basin to a final depression basin. In conclusion, since the Indosinian, the South Yellow Sea Basin has experienced compressional fold and thrust, collisional orogen, compressional and tensional pulsation, strike-slip, extensional fault block and inversion structures, compression and convergence. The NE, NEE, nearly EW and NW trending structures developed in the basin. From west to east, the structural trend changed from NEE to near EW to NW. While from north to south, they changed from NEE to near EW with a strong-weak-strong zoning sequence. Vertically, the marine and terrestrial facies basins show a “seesaw” pattern with fold and thrust in the early stages, which is strong in the north and weak in the south and an extensional fault in later stages, which is strong in the north and weak in the south. In the marine facies basin, thrust deformation is more prevailing in the upper structural layer than that in the lower layer. The tectonic mechanism in the South Yellow Sea Basin is mainly affected by the collision between the Yangtze and North China Block, while the stress environment of large-scale strike-slip faults was owing to subduction of the Paleo-Pacific plate. The southern part of the Laoshan uplift is a weak deformation zone as well as a stress release zone, and the Meso-Paleozoic had been weakly reformed in later stages. The southern part of the Laoshan uplift is believed, therefore, to be a promising area for oil and gas exploration.     

Pinch-and-swell structures at the Middle/Upper Muschelkalk boundary (Triassic): evidence of earthquake effects (seismites) in the Germanic Basin

A limestone bed with synsedimentary deformations is described from the Middle/Upper Muschelkalk boundary (Middle Triassic) of Thuringia, Germany. The deformation structures have an elongated geometry in a preferential N-S to NNW-SSE direction and are several metres across in size. They are similar to ball-and-pillow structures but differ from these by absence of significant loading into underlying beds. Their development is interpreted as a result of bed-internal deformation with bed thickening due to lateral contraction and bed thinning due to stretching. This deformation mechanism is comparable to the one producing boudinage structures, in particular pinch-and-swell structures. The deformation style and size of these structures and their widespread occurrence together with other synsedimentary deformation structures support their interpretation as earthquake-induced structures (seismites). Synsedimentary deformation structures are common features that occur in a narrow stratigraphic unit at the Middle/Upper Muschelkalk boundary in different parts of the Germanic Basin and point to tectonically influenced changes in the depositional regime and basin organization. Further examples of pinch-and-swell structures from the Lower and Upper Muschelkalk suggest that tectonics significantly influenced the sedimentation in the Germanic Basin during Middle Triassic time.     

Pan-African strike–slip tectonics in eastern Cameroon—Magnetic fabrics (AMS) and structure in the Lom basin and its gneissic basement

Field, microstructural, and anisotropy of magnetic susceptibility (AMS) or magnetic fabric studies were applied to identify the sequence and character of the Pan-African structures in the basement of Eastern Cameroon at both sides of the regional scale Bétaré-Oya Shear Zone (BOSZ). The NE-SW trending BOSZ separates older gneisses and migmatites towards SE (domain I) from the younger rocks of the Lom meta-volcano-sedimentary basin towards NW (domain II). In domain I, early, ductile compressional deformation occurred in two events, D1 and D2, under relatively high T conditions. During subsequent cooling, strain partitioned between the competent basement gneisses with only mild compression and the bordering shear zone (BOSZ) with intense simple shear-wrenching (D3). Strain in the less competent rocks of domain II is dominated by simple shear, strike-slip wrenching (D3), with an earlier stage of compressional deformation preserved only in some low strain pods.Magnetic fabrics (AMS) document a progressive change from oblate ellipsoids towards prolate ellipsoids in domain I, when proceeding from the south towards the BOSZ. Foliations are mostly steep but define a girdle with a pole plunging gently towards WSW. The magnetic lineations also plunge mostly towards WSW at shallow angles. These fabrics indicate a compression approximately normal to the BOSZ, which is also the SE margin of the Lom Basin. In the Lom metasediments (domain II), AMS ellipsoids are typically oblate. Foliations trend NE-SW with mostly steep dips. Magnetic lineations plunge gently NE or SW. This fabric with foliations mostly steep and subparallel with the major BOSZ, combined with generally subhorizontal lineations implies the BOSZ as a Pan-African strike–slip shear zone with a subordinate component of compression.At a larger scale, the area is part of a continent-scale shear zone, separating external Pan-African domains of compression along the northern margin of the Congo craton from internal domains dominated by high-angle strike–slip and transpressional deformation. Together with published data, the present study thus demonstrates that transpression is a regional phenomenon in the Pan-African orogen of central and eastern Cameroon.     

鄂尔多斯盆地富县探区三叠系延长组震积岩及其地质意义

通过对26口井岩心观察,结合区域构造背景,在鄂尔多斯盆地富县探区三叠系延长组中识别出典型的震积岩。该区震积岩代表性沉积构造有液化砂脉、液化卷曲变形、环状层理、负载构造、球枕构造、微断层、微裂缝、震裂岩与震碎角砾岩,其中液化砂脉和液化卷曲变形是地震引起的主要软沉积变形构造。震积岩垂向序列划分为两类:一种以脆性变形为主,自下向上依次为下伏未震层,扰动层,微断层、微裂缝及震裂岩层段,液化卷曲变形层段,震碎角砾岩层段,液化砂脉层段及上覆未震层;另一种以软沉积变形为主,自下至上依次为下伏未震层,环状层段,扰动层,球枕构造及负载构造层段,液化砂脉及液化卷曲变形层,枕状层及上覆未震层。富县探区延长组中的震积岩说明在该盆地晚三叠世存在一个强地震事件活跃期;震积岩中的微裂缝、微断层、震裂岩及液化砂脉可改善储集层物性,同时震碎角砾岩和网状砂脉也是良好的储集层。     

Evidence of progressive deformation in minor structures in Western Asturias (N. W. Spain)

Examples of progressive deformation provided by minor structures are not frequent in the geological literature. In NW Spain some minor structures in Lower Paleozoic inhomogeneous layered material may be interpreted as the result of progressive deformation during the Hercynian Orogeny. The examples described include structures generated by progressive contraction (folded wedges), contraction followed by elongation (folds disrupted by boudinage) and elongation followed by contraction (folded boudins).     

Constriction structures related to viscous collision,southern Prince Charles Mountains,Antarctica

Macroscopic structures are investigated in a zone of highly contorted migmatites from the southern Prince Charles Mountains, Antarctica. Here, L-tectonite fabrics, rods, mullions, boudin pods, elongate enclaves, and fold hinges, are persistent linear features all plunging gently to the northeast. In contrast, amoeboid folds, ptygmatic folds and folded boudins with different orientations are the characteristic structures in transverse sections (perpendicular to the lineation). No consistent shear sense is recognised in any dimension. Together with strain and shape analysis, these observations strongly suggest that the deformation pattern is one of folding and stretching by constriction. Previous timing constraints indicate that this deformation overlapped with the waning stages of anatexis during decompression at approximately 510 Ma, up to 30 million years after initial orogeny at 540 Ma. The zone affected by constriction is several kilometres wide and has a contorted flower-like shape confined between two broad domal antiforms. In this context, the constricted zone is interpreted as a relatively late tectonic feature that could have formed via deep-seated viscous collision in response to orogenic collapse and doming.     

新疆萨热克巴依盆地中—新生代构造变形特征及其找矿意义

基于野外地质调查和构造测量工作,系统解析了萨热克巴依盆地边缘及内部的断裂-褶皱构造的几何学、运动学和动力学特征,重建盆地演化过程,探究控矿规律,促进深部找矿预测。研究表明：①盆地经历了早—中侏罗世拉分盆地发育、中侏罗世末—晚侏罗世初构造隆升剥蚀、晚侏罗世沉降、晚侏罗世末—早白垩世初构造隆升剥蚀、早白垩世早期沉降、早白垩世中晚期—古近纪隆升剥蚀、中新世压剪性构造变形、上新世—第四纪挤压收缩变形8个构造演化阶段,其中前6个阶段表现为沉降-抬升垂直运动,后2个阶段（新近纪—第四纪）表现为挤压收缩水平运动。②盆地叠加有2期挤压收缩构造变形,早期形成规模不大的北（西）西—南（东）东向宽缓向背斜构造;后期形成一系列北东东—南西西向褶皱-断层构造,表现为盆地边缘南北边界断层（ST、NT）朝盆地内对冲,导致在断层附近下盘形成的伴生褶皱趋于紧闭,而在远离断层的复式向斜（Sf）核部的次级褶皱多呈开阔宽缓状。③盆地构造控矿可以分为2个阶段：在成矿期阶段（早侏罗世—早白垩世）,由盆地沉降、隆升形成的正断层、反转断层及伴生断裂-节理-裂隙为重要的导矿构造,上侏罗统库孜贡苏组砂砾岩层内发育的顺层裂隙为萨热克铜矿重要的储矿构造,导矿构造与储矿构造交汇部位成为矿液富集成矿的最佳部位;在成矿后阶段,由后期（上新世—第四纪）北北西—南南东向区域挤压应力作用形成的收缩构造变形,明显控制了矿体的空间展布形态,造成矿体卷入褶皱变形,以及被断裂-裂隙带切穿或错断。④在30勘探线以东一带,南矿带深部隐伏的库孜贡苏组上段（J3k2）为铜（锌）矿（化）体的有利赋存层位,具有良好的找矿前景。