Faults in the Baikal region: morphostructural and structure-genetic features (case study of the Buguldeika fault junction)     

A.V. Cheremnykh  A.S. Cheremnykh  A.A. Bobrov 《Russian Geology and Geophysics》2018,59(9):1100-1108

Lineament analysis is applied to map the pattern of the Obruchev fault system in the Buguldeika Village area, where several fault zones (Olkhon, Primorsky, Prikhrebtovyi, Buguldeika, and Kurtun) make up a junction. As inferred from the predominant directions of genetically related lineaments, the Olkhon, Primorsky, and Prikhrebtovyi faults originated under NW-SE extension and compression. The extension and compression settings within these zones are reconstructed by analysis of lineaments that have prominent and poor geomorphic expression, respectively. However, the pattern of lineaments well expressed in the surface topography within a weakly deformed block corresponds to reverse slip, while that of poorly pronounced lineaments corresponds to left-lateral strike slip. The study confirms the idea that the latest extension (rifting) stage in the Baikal region reactivated fault zones but did not deform blocks. The blocks store record of residual deformation produced by previous settings of regional compression and shear. The obtained results agree with earlier tectonophysical analysis of faults and fractures in the area and prove the applicability of the suggested approach to map the fault patterns and reconstruct their respective stress settings in areas that underwent multiple deformation events of different ages.  相似文献   

Helical probe tests in residual soils of the Appalachian Piedmont     

Shehab S. Agaiby  Zhongkun Ouyang  Paul W. Mayne 《Geomechanics and Geoengineering》2018,13(3):217-225

Helical probe tests (HPT) are a quick and economical means for manual field testing of soils to depths of 1.5 m with readings taken at 0.15-m intervals in only 10 min. The equipment is lightweight (only 2 kg) and thus amenable to deploy on initial site reconnaissance explorations, shallow pavement projects, earth retention walls, and/or compaction of fills. Although suitable for use in a variety of geomaterials: sands, silts, clays, and mixed soils, the specific application to residual fine sandy silts and silty fine sands of the Appalachian Piedmont and Blue Ridge geologic provinces is shown here. Existing relationships for converting the measured HPT torque reading to equivalent cone penetration testing (CPT) tip resistances are reviewed, as well as other trends.  相似文献   

海上高产高含蜡井测试工艺优化研究和应用          下载免费PDF全文

冯大龙  黄伟  谭振兴  袁则名 《探矿工程》2021,48(6):39-43

为研究海上高产高含蜡油气井测试工艺优化方案,以东海西湖凹陷某井测试作业中所暴露出的问题为导向,开展西湖高产高含蜡储集层测试问题原因分析和国内外技术调研,同时进行了测试管柱和地面测试流程的流动性保障技术研究及原油燃烧保障技术研究。研究表明地面流程结蜡、大油嘴放喷返排出大颗粒碎屑及大产量原油燃烧导致燃烧头损坏是影响测试的主要原因,因此对测试管柱、地面测试流程及燃烧保障等进行工艺优化,以解决高产高含蜡油气井测试相关问题。  相似文献   

确定砂土动剪切模量和阻尼比的方法对比     

宋东松  冯震  金红山  孙逸涵 《吉林大学学报(地球科学版)》2021,51(5):1366-1380

确定土体动剪切模量的常用方法有规范法、Kumar法和自相关函数法,确定相应阻尼比的方法有规范法、Das and Luo法、Kokusho法、Kumar法和互相关函数法,为了分析不同方法所产生差异,实现定量化对比分析,笔者以福建标准砂（粒径为0.5~1.0 mm）为研究对象,采用不排水的应力控制动三轴试验,探讨不同的确定土体动剪切模量和阻尼比方法的差异性,并给出了不同土体条件建议选用的方法。结果表明：1）3种方法确定动剪切模量的结果有一定的差异,随剪应变的增大结果的差异逐渐增大,有效围压对结果的差异性有所影响,当剪应变为4×10^-3,有效围压为100 kPa时,3种方法差异显著,相对误差最大接近20%;2）而5种方法确定阻尼比的结果差异显著,随着剪应变的增大,5种方法确定的阻尼比相对误差大体上均在迅速减小,只有规范法在有效围压为100 kPa时,其相对误差有较小的增大趋势;5种方法中,Kumar法确定的阻尼比最接近平均阻尼比,互相关函数法远高于平均阻尼比,Das and Luo法和Kokusho法确定的阻尼比基本一致但低于平均阻尼比。建议以后的工程应用中,加载方式为应力控制时,可采用自相关函数法确定动剪切模量,采用Kumar法确定阻尼比,二者确定的动剪切模量和阻尼比均最接近平均值。  相似文献   

基于标准差分析法的X波段双偏振天气雷达资料质量评估     

李思腾  仰美霖  李林  张舒婷  张治国  潘昱冰 《干旱气象》2019,37(3):467-476

2015年9月,北京市气象局在北京地区架设4部X波段双线偏振天气雷达并开展了观测试验。本文利用其中3部雷达在2016年6月30日的观测数据,用标准差分布统计方法,对雷达的观测参量进行初步质量评估。结果表明:(1)3部雷达反射率标准差符合理论值的数据占总观测数据的73.5%~77.9%,反射率的数据波动基本符合理论分布;(2)3部雷达差分反射率标准差符合理论值的数据占总观测数据的68.4%~81.4%,其中房山雷达数据波动较大;(3)3部雷达互相关系数标准差符合理论值的数据占总观测数据的45.7%~63.5%,其中房山雷达数据波动最大,其他2部雷达都有同程度的数据波动;(4)3部雷达差分传播相位标准差符合理论值的数据占总观测数据的73.5%~83.9%,其中房山雷达数据波动相对较大,与雷达其他观测参量相比,差分传播相位的波动较小。  相似文献   

Coupled finite‐element simulation of injection well testing in unconsolidated oil sands reservoir     

Bin Xu  Ron C.K. Wong 《国际地质力学数值与分析法杂志》2013,37(18):3131-3149

This paper presents a finite‐element (FE) model for simulating injection well testing in unconsolidated oil sands reservoir. In injection well testing, the bottom‐hole pressure (BHP) is monitored during the injection and shut‐in period. The flow characteristics of a reservoir can be determined from transient BHP data using conventional reservoir or well‐testing analysis. However, conventional reservoir or well‐testing analysis does not consider geomechanics coupling effects. This simplified assumption has limitations when applied to unconsolidated (uncemented) oil sands reservoirs because oil sands deform and dilate subjected to pressure variation. In addition, hydraulic fracturing may occur in unconsolidated oil sands when high water injection rate is used. This research is motivated in numerical modeling of injection well testing in unconsolidated oil sands reservoir considering the geomechanics coupling effects including hydraulic fracturing. To simulate the strong anisotropy in mechanical and hydraulic behaviour of unconsolidated oil sands induced by fluid injection in injection well testing, a nonlinear stress‐dependent poro‐elasto‐plastic constitutive model together with a strain‐induced anisotropic permeability model are formulated and implemented into a 3D FE simulator. The 3D FE model is used to history match the BHP response measured from an injection well in an oil sands reservoir. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

关于水中氡气测量的几个问题     

郝土胤 《华东地质学院学报》1989,12(4):42-47

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纵观近代岩矿测试分析技术   总被引：1，自引：0，他引：1  

祖振杰  叶松 《地学前缘》1994,(Z1)

本文就近代岩矿测试分析技术作了较为全面的介绍。文章指出，地矿部从８０年代起，由于引进了大批现代先进仪器设备，使岩矿测试分析技术出现了崭新面貌，形成为多学科相结合的新格局，从而促进地质科学在理论上和实践上均取得显著进步，在某些学科领域已发生了根本性变化，并为地质或其它市场提供了大量信息，为促进科技成果转化为生产力作出了巨大贡献。纵观近代岩矿测试分析技术，文章提出了多机联用、整体分析和拓宽测试分析领域的建议，以更好地为祖国经济主战场服务。  相似文献   

裂变径迹定年标准化的研究   总被引：9，自引：0，他引：9       下载免费PDF全文

王世成  康铁笙 《地质科学》1994,29(1):78-84

用钴活化箔对SRM962标准铀玻璃进行了刻度,并比较了用钴活化范和用经过刻度的标准铀玻璃测量中子注量的定年方法,结果表明后者的定年结果优于前者,两者都有正系统偏差。利用磷灰石、结石和榍石的7种年龄标准样品和SRM962标准铀玻璃进行多次刻度,发现3种年龄标准矿物的Zeta常数基本一致,为327.4±7.8(±2σ).  相似文献   

地质标准物质的回顾与展望   总被引：8，自引：0，他引：8  

鄢明才  王春书 《物探与化探》1995,19(2):96-103

我国地质物料化学成分标准物质的研究始于七十年代的后期.地矿部西北地质研究所等首先研制了超基性岩和铬铁矿标准物质,继后由物化探研究所和岩矿测试研究所牵头,在区域化探全国扫面的推动下,先后研制了水系沉积物、土壤和岩石三个系列标准物质.稍后核工业部、冶金部和化工部也着手研制了相应专业的地质标准物质.八十年代是地质标准物质研制的全盛时期,在这个阶段之后地质标准物质基本上形成了比较完整的体系.根据1992年国家技术监督局公布的国家一级标准物质目录^[1],在样品数量上冶金类标准物质居第一位,地质类标准物质居第二位,约占四分之一;依发布的标准值项目数计^[2],地质类标准物质居于首位,占50%以上.我国地质标准物质与外国相比,在数量、品种类型和系列性方面均占世界领先地位,在定值的元素和定值精度方面亦为国际先进水平.  相似文献