高密度电法反演分辨率数值模拟与分析     

孟凡松  张刚  赵卫东  陈梦君  李怀良 《物探化探计算技术》2019,(4):462-468

高密度电法在反演过程中,电极距相比电性异常体横向长度过大时,电性异常体在反演中无法得到约束;某电极距下,当电性异常体埋藏深度增加大到一定深度时,在反演中电性异常体也无法得到约束。针对以上两个问题,利用res2dmod正演软件建立模型,再利用res2dinv反演软件对模型进行反演,通过对比分析结果表明:温纳、偶极和微分三种装置分两种情况:如果电极距小于20m模拟条件下,对于埋藏深度为5m且剖面面积不同的电性异常高阻体(异常体电阻率=100Ω·m,围岩电阻率=10Ω·m),横向反演分辨率,温纳装置大于微分和偶极装置;电极距小于12.75m时,微分装置大于偶极装置,电极距大于12.75m时,偶极装置大于微分装置。如果电极距在2m^8m范围内,对于剖面面积为4×4(m2)的电性异常高阻体(异常体电阻率=100Ω·m,围岩电阻率=10Ω·m),其最大约束深度随电极距的增大而先增大后减小;相同电极距下,偶极装置的最大约束深度>微分装置的最大约束深度>温纳装置的最大约束深度。  相似文献   

侧限条件下加筋对土体沉降的影响     

傅志斌  刘志华  介玉新 《岩土工程技术》2019,(4):245-248,F0003

针对侧限条件下加筋对土体沉降的影响问题,开展离心模型试验,设置三组对比试验,即在试验土体中未铺设筋材、铺设竖向间距分别为5 cm和3 cm间距的筋材,记录土体中典型点沉降量。试验发现典型点沉降随加速度增加而增加,未铺设筋材、铺设5cm间距筋材及铺设3cm间距筋材的土体沉降量依次降低。表明侧限情况下加筋也能够减小土体沉降,而且加筋间距越小,控制土体沉降效果越显著。侧限情况下筋材仍能起作用可能与土体变形不均有关。这种发现有利于深入理解加筋的作用机理。  相似文献   

多节扩孔钻孔灌注桩（DX桩）土中应力场的变化规律     

李光茂 《上海国土资源》2001,51(1):33-37

本文运用有限元法计算分析研究了多节扩孔钻孔灌注桩（DX桩）不同支盘数和支盘间距时土中应力场及其工作性状的变化规律，并从应力角度探讨了该桩对沉降的控制作用。  相似文献   

Noble gases in a section across the vapor dominated geothermal field of Larderello,Italy     

Emanuel Mazor 《Pure and Applied Geophysics》1978,117(1-2):262-275

Noble gases were studied in six wells, located on a 4.5 km south to north section across the Larderello field. Depth of wells, flow and gas/steam ratios are known to increase from south to north. Exploitation progressed in the same direction. The following noble gas patterns are observable: (a) Atmospheric Ar, Kr and Xe reflect productions of gas-depleted water at Colombaia 2 and progressively more gas-enriched steam towards the Gabbro wells. (b) Radiogenic⁴He and⁴⁰Ar are observed in increasing concentrations from south to north. (c) The radiogenic and atmospheric gases reveal a positive correlation, indicating that the recharging water enters deep into the system, and gets well mixed with the radiogenic gases prior to the steam separation. (d) Gas contents and relative abundances of radiogenic argon decrease with production, thus supplying markers for the degree of exploitation in a well and a guide for optimum well spacing. (e) Excess neon over argon is observed and discussed in terms of crustal origin versus possible fractionation of atmospheric noble gases due to pertial steam separation.  相似文献   

Single beam analogy for describing soil–pile group interaction     

Kazuo Konagai  Yuanbiao Yin  Yoshitaka Murono   《Soil Dynamics and Earthquake Engineering》2003,23(3):31-39

Most laterally loaded piles are flexible in the sense that they are not deformed over their entire lengths. Instead, pile deflections become negligible below an ‘active pile length’ L_a. This L_a is an important parameter that governs the overall behavior of a rigidly capped pile group. In the present approach, piles closely grouped together beneath a superstructure are viewed as a single equivalent upright beam whose stiffness matrix determines L_a. This idea is verified for different cases of pile spacing, and is further extended for nonlinear behavior of soils surrounding grouped piles.  相似文献   

注采试井双对数理论图版     

陈青  闫长辉  冯文光 《矿物岩石》2003,23(3):101-103

注采试井分析以多井渗流力学理论为基础，求解注采井地下渗流的精确解，研究注水井与生产井之间的关系，用注采比、注采井距、注采污染系数比、注采窜流系数比等参数刻画注、采井间关系。在理论上进一步完善地下渗流力学理论，从单井的参数分析发展到井问关系分析，因此也从研究内容上补充了现代试井分析。在建立无穷大地层油水两相双重介质续流污染的注采无量纲模型基础上，对注采无量纲模型求精确解，将其数值反演求实空间解，制作出注采试井双对数理论图版。  相似文献   

Drillability prediction: geological influences in hard rock drill and blast tunnelling     

K. Thuro 《International Journal of Earth Sciences》1997,86(2):426-438

 Usually the main subject in preliminary site investigations prior to tunnelling projects is the prediction of tunnel stability. During the past years in conventional drill and blast tunnelling, problems have occurred also connected to the accurate prediction of drillability in hard rock. The drillability is not only decisive for the wear of tools and equipment but is – along with the drilling velocity – a standard factor for the progress of excavation works. The estimation of drillability in predicted rock conditions might bear an extensive risk of costs. Therefore, an improved prediction of drilling velocity and bit wear would be desireable. The drillability of a rock mass is determined by various geological and mechanical parameters. In this report some major correlations of specific rock properties and especially geological factors with measured bit wear and drilling velocity are shown. Drilling velocity is dependent on a lot of geological parameters: Those principal parameters include jointing of rock mass, orientation of schistosity (rock anisotropy), degree of interlocking of microstructures, porosity and quality of cementation of clastic rock, degree of hydrothermal decomposition and weathering of a rock mass. Drilling bit wear increases with the equivalent quartz content. The equivalent quartz content builds the main property for the content of wear-relevant minerals. For various groups of rock types different connections with the equivalent quartz content could be detected. In sandstone bit wear is also dependent on porosity or the quality of the cementation. Finally, an investigation program is submitted, which helps to improve the estimation of rock drillability in planning future tunnel projects. Received: 14 June 1996/Accepted: 10 January 1997  相似文献   

Rock mass characterization using photoanalysis   总被引：3，自引：0，他引：3  

John A. Franklin  Norbert H. Maerz  Caralyn P. Bennett 《Geotechnical and Geological Engineering》1988,6(2):97-112

Summary Rock formations are distinguished from each other by measuring first the properties of the intact rock, and second those of the jointing. Whereas simple methods are available for measuring intact rock properties, those available for measuring jointing remain slow, expensive, and sometimes dangerous. Digitized photographs (photoanalysis) may provide a solution. In this paper, the new techniques of photoanalysis are reviewed together with applications, promising areas for research, and also some obstacles that remain to be overcome. Aspects of the rock mass that lend themselves to photoanalytical measurement include those of individual joints, such as persistence, orientation and roughness, and those relating to the mass as a whole, such as block size and the spacing or intensity of jointing. Photoanalysis can also be applied to measurement of blasting. It allows characterization of the rock about to be blasted, helping the engineer to predict fragmentation and to design an appropriate blasting pattern. Afterwards, the same methods can be used to measure fragmentation, overbreak and backbreak, for quality control and for diagnosis of problems.Presented at the 28th US ROck Mechanics Symposium, Tucson, Arizon, 29 June–1 July 1987.  相似文献   

延长油田郑庄区长6油层组小层对比划分在注水开发中的应用     

姜亭  魏仙样  杭健  孟选刚 《西北地质》2007,40(3):85-91

延长油田长6油藏为典型特低渗岩性油藏,油藏主要受陆相三角洲沉积体系控制,储层物性差、产量低、天然能量匮乏,现阶段科学合理的注水开发是延长油田持续发展的关键举措,但由于储层层内和层间非均质性强,若整个油层组笼统注采开发,则采出程度低,经济效益差。笔者综合了岩心、测井曲线、相关实验分析数据及地质录井等基础地质资料,结合区域地质特征,通过细分开发层系、开展精细地层对比、小层沉积微相及砂体展布规律研究,为优化注水开发方案和选用先进注采配套工艺技术措施提供了比笼统注采更为详尽的地质依据。  相似文献   

线性剪切来流下串列双方柱绕流特性的数值模拟          下载免费PDF全文

水庆象  王大国  徐兵  王伟  谭国荣  何治良 《水科学进展》2018,29(4):543-550

为揭示线性剪切来流对串列双方柱绕流特性的影响,基于多步格式的特征线算子分裂有限元法,在计算域出口处采用对流边界条件,建立线性剪切来流的方柱绕流数值模型。对剪切参数为0~0.4的不同间距比下串列双方柱绕流数值模拟,结果表明:剪切来流可以抑制涡漩脱落,降低斯特劳哈数;上游方柱驻点随剪切参数的增加向高速侧移动,当剪切参数大于0.3时驻点的位置不再发生变化。进一步通过对比剪切参数分别为0和0.1的模拟结果发现:串列双方柱间隙内流场有无涡脱产生与该区域内水平方向时均速度场为负的区域是否连续有关;间距比和剪切参数通过改变方柱周围的速度场对作用于方柱表面的压力产生较大影响,迎流面与背流面的压力差剧增导致方柱平均阻力系数剧增。  相似文献