塔河奥陶系油藏断裂对古岩溶的控制作用   总被引：7，自引：1，他引：6  

周文  李秀华  金文辉  赵志超  周秋媚 《岩石学报》2011,27(8):2339-2348

通过对塔河地区奥陶系断裂特征的系统统计分析表明,塔河地区的大型溶洞或分布在T₇⁴界面以下较深的溶洞,多数明显受到中-大型断裂的控制作用。分析结果表明,这些断裂主要形成于海西早期,断裂带控制了海西早期溶洞的形成。根据断裂与溶洞发育之间关系,提出了"控洞断裂"、 "洞控断层"的概念,并指出塔河地区中-大断裂主要为"控洞断裂",控制了深部岩溶洞穴分布,而小型不协调"毛毛断裂"多数为"洞控断层"。根据岩溶期次及断裂分布及"控洞断裂"的认识,建立了塔河地区奥陶系古岩溶作用时期深部洞穴形成的"断裂环"岩溶的模式。研究成果为塔河及外围地区奥陶系溶洞型油藏的勘探提供了重要依据。  相似文献   

青鳞鱼蛋白复合酶控制水解动力学模型的研究   总被引：1，自引：0，他引：1  

邓尚贵  彭志英  常志娟  杨萍 《广东海洋大学学报》2004,24(4):28-32

在假设复合酶恒温控制水解动力学遵循内切酶限制水解动力学历程的前提下 ,采用实验方法求出了复合酶恒温控制水解动力学模型。结果表明 ,复合酶对青鳞鱼蛋白进行控制水解的动力学模型为 :R =(0 .315 4e0 - 0 .0 186s0 )exp(- 0 .170DH) ,DH =5 .882ln[1+(0 .0 5 36 2e0 /s0 -0 .0 0 32 )t];其酶失活常数Kd=0 .0 5 36min- 1;水解反应能够顺利进行的条件是 :e0 /s0 >c0 ,常数c0 =5 .90× 10 - 2 。验证实验证明 ,根据复合酶恒温控制水解动力学模型得到的理论DH与实际DH基本吻合 ,该动力学模型具有很强的实用价值。  相似文献   

南宁机务段洗修库拆除爆破     

李致宗  梁文基  赵明特  唐春海  李彤华  朱彬  刘长坚 《南方国土资源》1997,(4)

文章介绍了南宁机务段洗修库采用一次性控制定向倒塌的拆除爆破设计及施工情况，着重论述了爆破方案的选择以及爆破高度、孔网参数、单孔装药量、炮眼布置、装药堵塞、起爆网路与起爆顺序、爆破安全距离等的设计，进而对此次爆破效果和体会进行总结和评价。  相似文献   

Displacement controlled rocking behaviour of rigid objects     

Bidur Kafle  Nelson T. K. Lam  Emad F. Gad  John Wilson 《地震工程与结构动力学》2011,40(15):1653-1669

The capacity of a gravity structure to counter seismically induced overturning can only be estimated with good accuracy using a dynamic analysis of the rotational (rocking) motion involving large displacement theory. Seismic assessment employing quasi‐static analysis can be overly conservative if the reserve capacity of this type of rocking structure to displace without overturning is not taken into account. It was revealed through dynamic testing on a shaking table that the overturning hazards of ground shaking are best represented by the peak displacement demand (PDD) parameter and that the vulnerability to overturning instability decreases with the increasing size of the object when the aspect ratio is held constant. This finding has important implications on the engineering of structures for countering moderate ground shaking in regions of low and moderate seismicity. Experimental data were validated and supplemented by computer simulations that involved generating artificial accelerograms of designated earthquake scenarios and non‐linear time‐history analyses of the overturning motions. Based on these simulations, fragility curves were constructed for estimating the probability of overturning for given levels of PDD and for different specimen dimensions. An expression was developed for estimating the level of PDD required to overturn rectangular objects of given dimensions for 5% probability of exceedance. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

巨子型有控结构体系中黏滞阻尼器参数研究   总被引：2，自引：0，他引：2  

李涛  张洵安 《地震工程与工程振动》2011,31(4):71-76

巨子型有控结构体系(Mega-sub Controlled Structure System,即MSCSS)是一种新型的超高层建筑结构体系.本文针对MSCSS的构造特点,提出一种安装黏滞阻尼器的新的布置方案,通过研究该布置方案中取不同黏滞阻尼器参数时巨子型有控结构体系在罕遇地震作用下的动力响应,提出了与该结构体系动力特...  相似文献   

代县盆地可控音频大地电磁浅层电性结构探测          下载免费PDF全文

王立凤  陈小斌  赵国泽  詹艳  汤吉 《地震地质》2011,(4):928-937

为研究代县盆地及其断裂的空间展布以及深部的延展情况,东南跨过五台山北麓断裂带,西北至恒山山前黄土丘陵区,布置了一条NW向穿过代县盆地的可控音频大地电磁(CSAMT)测深剖面,全长12.55km.共完成可控源音频大地电磁测点246个,观测频率为8533.333 ～1.333333Hz.视电阻率、相位曲线具有明显的分段特征...  相似文献   

辽东湾地区辽中北洼超压的发育演化 及油气幕式成藏     

彭波  郝芳  邹华耀 《地质论评》2013,59(6):1257-1267

基于地层测试数据,利用声波时差的等效深度法以及数值模拟方法对辽中北洼地区超压的分布和演化进行了研究。结果表明本区超压普遍发育,储层超压主要发育于古近系及潜山,最大压力系数193;东二下亚段及以下地层泥岩段中普遍发育欠压实,计算压力系数可达到19以上。不均衡压实和生烃作用是泥岩层超压发育的主要成因,它源传导型是储层超压发育的主要机制。沙河街组沉积以来,烃源岩中超压开始发育并逐渐增加,东营组沉积末期达到高峰,随后开始泄放降低,明下段沉积期开始,超压再次积累增大直至现今。JZ20 2凝析气田的储层流体包裹体及温压方面的证据、油气成熟度和烃源岩生烃史方面的证据以及原油物性方面的证据表明其油气成藏为晚期幕式快速充注成藏。同时研究区断裂发育少,活动性弱,油气沿断层垂向运移受限,充注期主力烃源岩发育强超压,产生水力破裂微裂缝成为油气幕式排放的通道,同时为油气长距离的侧向运移提供了充足的动力,属于超压主导型油气晚期幕式快速成藏。  相似文献   

Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing     

Lydell Wiebe  Constantin Christopoulos  Robert Tremblay  Martin Leclerc 《地震工程与结构动力学》2013,42(7):1069-1086

This paper presents the results of 56 large‐amplitude shake table tests of a 30% scale eight‐storey controlled rocking steel frame. No significant damage or residual deformations were observed after any of the tests. The frame had four possible configurations on the basis of combinations of two higher mode mitigation mechanisms. The first mitigation mechanism was formed by allowing the upper section of the frame to rock, so as to better control the mid‐height overturning moment. The second mitigation mechanism was formed by replacing the conventional first‐storey brace with a self‐centering energy dissipative (SCED) brace, so as to better control the base shear. The mechanisms had little effect during records where higher mode effects were not apparent, but they substantially reduced the shear and overturning moment envelopes, as well as the peak floor accelerations, during more demanding records. The reduction in storey shears led to similarly reduced brace force demands. Although the peak force demands in the columns were not reduced by as much as the frame overturning moments, using an upper rocking joint allowed the column demands to be estimated without the need to assume a lateral force distribution. The tests demonstrated that multiple force‐limiting mechanisms can be used to provide better control of peak seismic forces without excessive increases in drift demands, thus enabling more reliable capacity design. These results are expected to be widely applicable to structures where the peak seismic forces are significantly influenced by higher mode effects. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Bounding surface‐based modeling of compacted silty sand exhibiting suction dependent postpeak strain softening          下载免费PDF全文

Ujwalkumar D. Patil  Laureano R. Hoyos  Mathilde Morvan  Anand J. Puppala 《国际地质力学数值与分析法杂志》2018,42(14):1741-1761

This article focuses on modeling the strain hardening‐softening response of statically compacted silty sand as observed from a comprehensive series of suction‐controlled, consolidated‐drained triaxial tests accomplished in a fully automated, double‐walled triaxial test system via the axis‐translation technique. The constitutive model used in this work is based on the theory of Bounding Surface (BS) plasticity and is formulated within a critical state framework. The essential BS model parameters are calibrated using the full set of triaxial test results and then used for predictions of compacted silty sand response at matric suction states varying from 50 to 750 kPa. Complementary simulations using the Barcelona Basic Model have also been included, alongside BS model predictions, in order to get further enlightening insights into some of the main limitations and challenges facing both frameworks within the context of the experimental evidence resulting from the present research effort. In general, irrespective of the value of matric suction applied, the Barcelona Basic Model performs relatively well in predicting response at peak and critical state failure under low net confining pressure while the Bounding Surface Model performs relatively well under high net confining pressures.  相似文献   

CSAMT电场y方向视电阻率的定义及研究   总被引：2，自引：0，他引：2  

汤井田  周聪  张林成 《吉林大学学报(地球科学版)》2011,41(2):552-558

在准静态近似条件下,利用水平电偶源在均匀半空间表面激发电磁场的计算公式,讨论了可控源音频大地电磁法（CSAMT）水平电场y分量E_y的观测范围、特点和由其定义视电阻率的应用优势;E_y与常规标量CSAMT测量的E_x、H_y幅值范围不同,采集并利用E_y数据可以扩大CSAMT野外观测扇区,减少采集成本。依据电法及电磁法勘探中视电阻率定义的基本原则,提出了E_y视电阻率的定义,说明了其具备频率测深的意义;通过几种典型层状模型（均匀半空间,两层D、G,三层H、K以及四层KH、HK型）的数值计算,对比了E_y视电阻率和E_x、H_y、Z_xy、Re(Z_xy)等对应的波区视电阻率及E_x、Z_xy等对应的全区视电阻率对地电断面电性特征的反映效果。结果表明：E_y视电阻率的求取仅需测点的坐标和一个方向的电场值,计算方便、不必迭代,并且在曲线低频端收敛于一稳定值,可以明显改善非波区的畸变效应。  相似文献