Theoretical analyses of acidization dissolution front instability in fluid‐saturated carbonate rocks     

Chongbin Zhao  B. E. Hobbs  A. Ord 《国际地质力学数值与分析法杂志》2013,37(13):2084-2105

This paper presents an instability theory that can be used to understand the fundamental behavior of an acidization dissolution front when it propagates in fluid‐saturated carbonate rocks. The proposed theory includes two fundamental concepts, namely the intrinsic time and length of an acidization dissolution system, and a theoretical criterion that involves the comparison of the Zhao number and its critical value of the acidization dissolution system. The intrinsic time is used to determine the time scale at which the acidization dissolution front is formed, while the intrinsic length is used to determine the length scale at which the instability of the acidization dissolution front can be initiated. Under the assumption that the acidization dissolution reaction is a fast process, the critical Zhao number, which is used to assess the instability likelihood of an acidization dissolution front propagating in fluid‐saturated carbonate rocks, has been derived in a strictly mathematical manner. Based on the proposed instability theory of a propagating acidization dissolution front, it has been theoretically recognized that: (i) the increase of the mineral dissolution ratio can stabilize the acidization dissolution front in fluid‐saturated carbonate rocks; (ii) the increase of the final porosity of the carbonate rock can destabilize the acidization dissolution front, while the increase of the initial porosity can stabilize the acidization dissolution front in fluid‐saturated carbonate rocks; (iii) the increase of the mineral dissolution ratio can cause an increase in the dimensionless propagation speed of the acidization dissolution front; (iv) the increase of the initial porosity can enable the acidization dissolution front to propagate faster, while the increase of the final porosity can enable the acidization dissolution front to propagate slower in the acidization dissolution system. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Fractographic determination of joint length distribution in chalk     

Dov Bahat 《Rock Mechanics and Rock Engineering》1988,21(1):79-94

Summary Measurements of fracture joint distribution combined with determinations of plume length and orientation on a vertical section of a single chalk layer near Beer Sheva, Israel, reveal that joints marked by unilateral and circular plumes are skewed towards the shorter sizes while joints decorated by bilateral plumes are skewed towards the longer sizes. The mean lengths of the unilateral and bilateral joints are 66.5 cm and 155.6 cm, with standard deviations of 30 cm and 60.6 cm, respectively. These results as well as joint length observations from other areas seem to suggest a bimodal length distribution. However, since the minor maximum is generally very weak, and due to some additional uncertainties, further confirmation of the present observations is needed.  相似文献   

求解非线性有限元方程的弧长法及在工程稳定分析中的应用   总被引：1，自引：0，他引：1  

刘国明  卓家寿 《岩土力学》1993,14(4):57-67

本文讨论了求解非线性有限元方程弧长法的基本原理及具体实施,并应用于压杆及滑块的稳定性分析。由于弧长法具有确定并通过结构临界应力状态的临界荷载值,因此可以应用于工程稳定性分析。算例表明,弧长法确定的临界荷载值是令人满意的。  相似文献   

Bond—Valence Sum and Distortion of Coordination Polyhedra     

章礼明 《中国地球化学学报》1993,12(1):92-96

By using the Lagrange‘s intermediate value theorem,it is derived mathematically that the structur-al distortion of a coordination polyhedron may lead to an increase in bond-valence sum of the cen-tral atom of ion .The applicabilities of the bond-valence model are discussed in the following two cases:the modeling of crystal structure ,and the indication of distortion degree of a coordination polyhedron.Also it is shown that a distorted polyhedron should be in favor of a longer average bond length or a smaller coordination number.  相似文献   

Geophysical analysis of zonal tidal signals in length of day   总被引：5，自引：0，他引：5  

Benjamin Fong Chao  James B. Merriam  Yoshiaki Tamura 《Geophysical Journal International》1995,122(3):765-775

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应用地震资料设计水平井轨迹     

刘福贵  刘传虎 《地球物理学进展》1993,8(3):122-131

应用三维地震资料设计水平井的轨迹,用人工合成记录标定层位和岩性并进行精细的构造解释和储层横向预测,对测区速度场进行研究,利用Geoquest 人机联作解释系统编绘层拉平图、转弯测线剖面图,不整合面构造图,各套油层顶面构造图,沿地层倾向设计水平井的轨迹.经两口井钻探,钻遇不整合面的误差0.19%—0.39%,一口井平均钻遇油层204m,相当9口直井的效益.用地震资料设计巷道水平井的关键是油层标定、深度标定和确定油层走向,用人机联作系统绘制水平切片图、反射波振幅图、油层顶构造图,设计了在油层内钻探的巷道井.经钻探,钻遇不整合面的误差0.07%,在真厚度8.23m 的油层内钻进563m.  相似文献   

云南耿马7.2级地震地表破裂带研究   总被引：2，自引：1，他引：2       下载免费PDF全文

周瑞琦  俞维贤  谷一山  姚孝执 《地震地质》1990,12(4):291

根据野外考察的实际资料,本文介绍了耿马7.2级地震地表破裂带的展布,结构要素及组合、位移分布等情况。同时依据位错资料对破裂带的应力活动及断裂两盘的运动状态进行了初步分析。认为本次地震发震构造以右旋走滑为主兼具张性,主压应力优势方位为N5°—10°E。断层两盘相对运动的总体方向为N55°W左右,断层运动的滑移角在30°—40°之间  相似文献   

地壳岩石的渗透性状及孔隙水对岩石力学性质的影响   总被引：3，自引：0，他引：3  

吴景浓 《华南地震》1990,10(3):77-82

本文概述地壳岩石渗透性状和孔隙水对岩石力学性质影响的研究现状及已取得的成果;指出孔隙压的形成及分布,孔隙度、渗透率与孔隙压的关系。孔隙压的有效应力,孔隙压对岩石形变。破裂机制的影响以及从断裂力学观点考察孔隙压的作用等系今后该领域研究的主要课题和发展方向。  相似文献   

逆断裂在浅部松散层中的破裂传播方式     

向宏发  虢顺民 《地震地质》1995,17(3):225-230

根据实际资料分析研究，逆断裂破裂位错向上传播至松散层中有４种消减形式：端部分叉、从断裂向褶皱转换、破裂在松散层中的吸收与尖灭及逆断层前方碎砾物质的扰动变形等。端部分叉与扰动变形的消减可能与突发性位错相关；上覆层的褶皱及位错在松散层中的尖灭则多属弹－塑转换型的消减方式  相似文献   

1500年宜良地震地表形变带的考证   总被引：2，自引：0，他引：2  

俞维贤  申旭辉 《地震研究》1995,18(4):405-411

据历史记载１５００年在宜良一带发生了一次强烈地震，由前人对该次地震无较详细的现 场实地考查资料，因此对这次地震认识说法不一。１９９２年作者对该次地震进行了实地考证。发现和确认了这次地震十分丰富的地震地表形变带，现存长度达８１公里，最大左旋水平位错量９至１１米。研究结果表明该次地震的发震构造为小新街－徐家渡断裂，震级接近８级。  相似文献