百色盆地那读组短期基准面旋回层序分析   总被引：14，自引：3，他引：14  

彭军  郑荣才  陈景山  蔡勋育  韦景春 《沉积学报》2002,20(2):203-209

以高分辨率层序地层学理论和技术方法为指导，运用短期基准面旋回界面的识别标志将百色盆地那读组短期基准面旋回层序划分为向上“变深”的非对称型（A 型）、向上变浅的非对称型（B 型）、向上变深复变浅的对称型（C型）等三种基本结构类型，再根据可容纳空间大小和上下两个半旋回的厚度进一步划分为七个亚类型:即低可容纳空间向上“变深”的对称型（A₁型），高可容纳空间向上“变深”的非对称型（A₂型），低可容纳空间向上变浅的非对称型（B₁型），高可容纳空间向上变浅的非对称型（B₂型），完全-近完全对称型（C₁型），以上升半旋回为主的不完全对称型（C₂型），以下降半旋回为主的不完全对称型（C₃型）。文中详细讨论了每个基本类型和亚类型的沉积背景、叠加样式、岩性组成和沉积动力学过程，并指出有利储集砂体在每种类型中的发育部位。在此基础上，总结了短期基准面旋回层序的变化规律和分布模式，指出从陆地向湖盆，短期基准面旋回层序类型具有从A₁型!A₂型!C₂型!C₁型!C₃型!B₁型!B₂型的变化规律，并简述了短期基准面旋回层序在油气勘探开发中的研究意义。  相似文献   

具有地形坡折带的坳陷湖盆层序地层模拟   总被引：8，自引：1，他引：8  

胡宗全  朱筱敏 《沉积学报》2002,20(2):217-221

层序地层学研究已在陆相湖盆中取得良好的应用效果，在陆相湖盆的地层对比、沉积体系空间分布预测中发挥重要作用。坳陷湖盆在基底受压变形过程中，常在盆缘形成地形坡折带，以坡折为界，基底的沉降速率和原始地形坡度等控制层序发育的重要因素在其两侧均存在显著的差异，这在很大程度上控制了层序的发育模式和沉积体系的空间配置关系。通过对基底沉降速率、湖平面变化速率、沉积物充填速率、沉积物充填准则、岩相确定原则等数学模 型的建立，模拟了具有地形坡折带的坳陷湖盆的层序发育和相演化过程。实际资料与模拟结果的对比分析表明，模拟具有很好的效果。  相似文献   

库车坳陷侏罗纪沉积环境和层序地层分析   总被引：19，自引：0，他引：19  

吴朝东  林畅松  申延平  谢小建  肖建新  刘景彦  史艳丽 《沉积学报》2002,20(3):400-407

通过对库车坳陷野外露头和钻井资料以及地震剖面的综合分析,对库车盆地侏罗纪沉积环境、层序划分进行了研究.库车盆地在侏罗纪时期为一非对称型坳陷型盆地,主要物源在盆地的北部.划分了13个三级层序,三个层序组,反映了三个大级别的旋回.最大湖侵期为阳霞组中上部,与当时有一个明显的气候变热期相一致.沉积环境在侏罗纪早期为辫状河-辫状河三角洲环境、中期为曲流河-三角洲环境,后期为三角洲和浅湖环境,中期有短暂的海泛发生.影响侏罗纪湖平面变化的主控因素为构造运动、气候变化、物源条件、河水的流入以及海侵的影响.在中侏罗世早期、晚期的最大湖侵和海泛的短暂时期,形成了厚层的烃源岩分布.库车坳陷侏罗系虽然砂体分布广泛,厚度较大,然而由于陆相沉积环境的控制,非均质性较强、  相似文献   

非海相沉积层序的成因和构型特征   总被引：4，自引：2，他引：4  

李继红  魏魁生  厉大亮  张守鹏  郝运轻  邱以刚 《沉积学报》2002,20(3):409-415

根据东部盆地的地质、地球物理特征,初步对非海相层序地层学应用研究进行了总结.非海相沉积层序的形成要素,既有外旋回、又有自旋回,构造和气候因素很重要,强调了环境因素.沉积基准面在海上为海平面,在陆上为潜水面、湖平面、河流平衡剖面.相对基准面的周期性变化引起了可容纳空间的周期性变化,并由之形成了一系列旋回式的层序.大多数情况下内陆基准面的变化不受海平面变化的控制,在全球最大海泛期有某种联系.湖盆小而沉积速率高,形成层序的频率高于海相.以沾化凹陷为依据,提出了5种层序构型特征:冲积-河湖型,(半)盐湖-淡水湖泊过渡型,海流-深湖型,半深湖-缓坡型,河流-冲积平原型.在盆地主要发育期,断阶式坡折对沉积体系有明显的控制作用.除低水位扇外,低水位楔是构成隐蔽圈闭或复合圈闭的有利场所。  相似文献   

中生代羌塘前陆盆地充填序列及演化过程   总被引：40，自引：1，他引：40  

李勇  王成善  伊海生 《地层学杂志》2002,26(1):62-67,79

中生代羌塘前陆盆地位于青藏高原巨型造山带内 ,夹于金沙江缝合带与班公湖—怒江缝合带之间 ,是一个与两侧缝合带逆冲作用相关的沉积盆地 ,由羌北盆地 (对应于金沙江缝合带 )、羌南盆地 (对应于班公湖—怒江缝合带 )和中央隆起带构成 ,其中中央隆起是北部前陆盆地和南部前陆盆地共有的前陆隆起 ,显示为对称型复合前陆盆地 ;该盆地形成于晚三叠世 ,并持续发育至早白垩世 ,盆地中充填了巨厚的同构造期的复理石和磨拉石 ,具有总体向上变粗变浅的充填序列 ,以不整合面可将其划分为 5个由顶底不整合面限制的构造层序 ,其中晚三叠世诺利期构造层序对应于金沙江缝合带主碰撞期 ,晚三叠世瑞替期构造层序对应于金沙江缝合带碰撞闭合后冲断抬升 ,早侏罗世构造层序对应于班公湖—怒江缝合带初始逆冲推覆 ,中侏罗世—早白垩世构造层序对应于班公湖—怒江缝合带主碰撞期 ,中白垩世构造层序为班公湖—怒江缝合带碰撞闭合后冲断抬升与金沙江缝合带冲断抬升的产物 ,为中生代羌塘盆地关闭后的磨拉石建造  相似文献   

黄河三角洲地区浅层沉积序列及构造沉降特征   总被引：3，自引：0，他引：3  

陈清华  刘池阳  鹿洪友  王冠民  李广雪 《大地构造与成矿学》2002,26(4):386-389

在整个黄河三角洲地区和莱洲湾南岸晚更新世以来经历了海陆相沉积的频繁交替,本文通过古地磁和14C测年资料对不同钻孔的晚更新世地层进行了精确的年代对比,揭示了不同时期的沉积序列。并通过27口钻井的联合对比剖面,揭示出本区晚更新世以来的新构造运动表现为二凹夹一隆的构造特征,对黄河三角洲发育位置和沉降特征有强烈的控制作用。  相似文献   

中下扬子区二叠系露头层序地层研究   总被引：15，自引：1，他引：15  

张克信  刘金华等 《地球科学》2002,27(4):357-365

按新近国际年代地层划分方案（ICS，2000），下扬子区二叠纪地层自下向上分为3统，9阶和相对应的华南传统6阶划分。二叠系从阿瑟尔阶至长兴阶（44Ma)共划分出14个三级层序，每个三级层序平均时限约为3.14Ma，其中“紫松阶”）相当阿瑟尔＋2／3萨克马尔阶）1个（船山组中上部）、“隆林阶、（相当1／3萨克马尔阶＋阿丁斯克阶）2个（分别对应船山组上部和梁山组或镇江组）、“栖霞阶”（相当库班甘德阶＋1／3罗德阶）3个（栖霞组），“茅口阶”（相当于2／3罗德阶＋沃德阶＋卡皮丹阶）4个（孤峰组，茅口组，堰桥组，银屏组和武穴组），吴家坪阶2个（龙潭组或吴家坪组），长兴阶2个（长兴组或大隆组）；共归并为4个层序组（sequence set)。  相似文献   

Tests on low‐ductility RC frames under high‐ and low‐frequency excitations     

Ser‐Tong Quek  Chengmei Bian  Xilin Lu  Wensheng Lu  Haibei Xiong 《地震工程与结构动力学》2002,31(2):459-474

The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Pseudodynamic tests on rubber base isolators with numerical substructuring of the superstructure and strain‐rate effect compensation     

F. J. Molina  G. Verzeletti  G. Magonette  Ph. Buchet  V. Renda  M. Geradin  A. Parducci  M. Mezzi  A. Pacchiarotti  L. Federici  S. Mascelloni 《地震工程与结构动力学》2002,31(8):1563-1582

A pseudodynamic testing procedure has been applied by which the seismic response of a base‐isolated building is obtained by using as specimen the isolators, while the superstructure is numerically simulated. The procedure also takes advantage of the continuous pseudodynamic testing capabilities of the ELSA laboratory, which increase the accuracy of the results and reduce the strain‐rate effect of the rubber bearings. A simple proportional correction of the measured forces compensates the remaining strain‐rate effect due to the unrealistic speed of the test. The correction factor is obtained by means of a characterizing test on the specific rubber isolators. The developed method has been successfully applied to the prediction of the seismic response of a base‐isolated four‐storey building submitted to several specified accelerograms. The results for those earthquakes as well as the effects of some changes of the parameters of the system are discussed. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Study on effects of damping in laminated rubber bearings on seismic responses for a ⅛ scale isolated test structure     

Bong Yoo  Yang‐Hann Kim 《地震工程与结构动力学》2002,31(10):1777-1792

The effects of damping in various laminated rubber bearings (LRB) on the seismic response of a ?‐scale isolated test structure are investigated by shaking table tests and seismic response analyses. A series of shaking table tests of the structure were performed for a fixed base design and for a base isolation design. Two different types of LRB were used: natural rubber bearings (NRB) and lead rubber bearings (LLRB). Three different designs for the LLRB were tested; each design had a different diameter of lead plug, and thus, different damping values. Artificial time histories of peak ground acceleration 0.4g were used in both the tests and the analyses. In both shaking table tests and analyses, as expected, the acceleration responses of the seismically isolated test structure were considerably reduced. However, the shear displacement at the isolators was increased. To reduce the shear displacement in the isolators, the diameter of the lead plug in the LLRB had to be enlarged to increase isolator damping by more than 24%. This caused the isolator stiffness to increase, and resulted in amplifying the floor acceleration response spectra of the isolated test structure in the higher frequency ranges with a monotonic reduction of isolator shear displacement. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献