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基于岩芯非弹性应变恢复量测定的深孔三维地应力测试方法(英文) 被引量:26
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作者 林为人 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2008年第12期2387-2394,共8页
虽然存在各种地应力测试方法,但并没有一个比较完善的方法测量较大深度条件下主应力的大小和方向。所以,在以科学研究为目的的钻井工程中,最好能够结合钻孔法和岩芯法得到三维地应力的大小和方向。叙述一个新颖而且有效的岩芯地应力测... 虽然存在各种地应力测试方法,但并没有一个比较完善的方法测量较大深度条件下主应力的大小和方向。所以,在以科学研究为目的的钻井工程中,最好能够结合钻孔法和岩芯法得到三维地应力的大小和方向。叙述一个新颖而且有效的岩芯地应力测试法——非弹性应变恢复量测定法的基本原理、实验技术和基本操作程序;并给出其在科学钻探工程中的一个具体应用实例。测试结果表明,非弹性应变恢复量测定法对于测试三维地应力的主方向和估测主应力的大小有较大的实用价值。特别是在某些较大深度钻井的条件下,如在应力释放法及水压致裂法都无法实施,或者需要一些其他测试方法来补充一些不足或来增添其测试结果的可信度的时候,此方法的应用价值更高。 展开更多
关键词 岩石力学 地应力测量 非弹性应变恢复量测定 岩芯法 大深度科学钻探 三维方法
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埋入法测定应变的研究与应用
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作者 周开勤 种建明 郑启鸿 《机械设计》 CSCD 北大核心 1990年第5期47-49,共3页
本文研究用埋入应变片测量应变的可行性,并用此法在弹性环中测量应变成功。
关键词 橡胶零件 埋入法 应变测定
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微机化力测定方法的建立及临床应用
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作者 夏蕾 廖方刚 +1 位作者 刘耀乙 孙建德 《北京口腔医学》 CAS 1999年第2期66-68,共3页
目的:对传统的力测定进行改进,建立微机化力测定方法及临床应用。方法:本研究采用微机化力测定方法来测定正常天然牙及总义齿第一,二磨牙的最大力。结果:在正常自然牙及总义齿受试者中,上颌第一磨牙的最大力大于第二... 目的:对传统的力测定进行改进,建立微机化力测定方法及临床应用。方法:本研究采用微机化力测定方法来测定正常天然牙及总义齿第一,二磨牙的最大力。结果:在正常自然牙及总义齿受试者中,上颌第一磨牙的最大力大于第二磨牙,男性大于女性,最大力时限及最大力速率是与最大力有关的重要参数。结论本方法的建立可自动实时测定义齿及自然牙的力并描记力—时间曲线。力是反映咀嚼功能的重要指标之一。 展开更多
关键词 HE力 电阻应变测定 总义齿
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18-8型不锈钢的应变硬化特性研究 被引量:6
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作者 那顺桑 陈斌锴 《理化检验(物理分册)》 CAS 2007年第2期67-69,共3页
利用小载荷维氏硬度,借鉴用拉伸方法确定应变硬化指数的原理,测定了奥氏体不锈钢的强度系数K和应变硬化指数n。测得18-8型不锈钢应变硬化指数为0.418。所得数据与工程应用的奥氏体不锈钢硬化规律吻合的非常好。用硬度法测定和分析应变... 利用小载荷维氏硬度,借鉴用拉伸方法确定应变硬化指数的原理,测定了奥氏体不锈钢的强度系数K和应变硬化指数n。测得18-8型不锈钢应变硬化指数为0.418。所得数据与工程应用的奥氏体不锈钢硬化规律吻合的非常好。用硬度法测定和分析应变硬化规律简便易行、人为影响和数据分散度小、结论准确、更接近工程实际。 展开更多
关键词 18-8型奥氏体不锈钢 硬度法测定应变硬化指数 硬化特性
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连接宏观和微观世界——用背散射电子测量塑性形变 被引量:1
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作者 黄云 吴和平 章胜来 《国外金属热处理》 2001年第5期19-20,共2页
关于金属组织分析的最近的话题之一,是背散射电子花样(EPSP),即用所谓的"菊池线"电子束反射形成的衍射图案(照片1),作取向分析是用扫描电镜,电子束以20°的入射角照射到试样表面.用CCD照相机拍摄花样,按给定的软件进行分... 关于金属组织分析的最近的话题之一,是背散射电子花样(EPSP),即用所谓的"菊池线"电子束反射形成的衍射图案(照片1),作取向分析是用扫描电镜,电子束以20°的入射角照射到试样表面.用CCD照相机拍摄花样,按给定的软件进行分析,很快就可以确定亚微观颗粒点的结晶方位.按规定的间隔自动扫描分析点,决定了各点的方位之后,当相邻分析点的取向差超过某个角度(例如15°)变化时,用线连结这些点晶粒边界就象照片2所表示的那样. 展开更多
关键词 背面电子衍射图形 菊池线 取向错误 塑性应变 应变测定
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Tidally Induced Water Temperature Change in Artesian Wells
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作者 Ma Yuchuan Liu Yaowei +1 位作者 Ren Hongwei Sun Xiaolong 《Earthquake Research in China》 2011年第1期47-58,共12页
Water temperature observation in wells,as a precursor observation project in China,aims to capture stress-strain information during the preparation of earthquakes. The study of the water temperature tidal effect has i... Water temperature observation in wells,as a precursor observation project in China,aims to capture stress-strain information during the preparation of earthquakes. The study of the water temperature tidal effect has important significance,for water temperature tidal effect is both a reflection of stress-strain in crust and an interference factor of precursor observations. With a view of thermal conditions in artesian wells,the paper holds that there are two mechanisms for interpreting tidally induced water temperature changes in artesian wells. Namely,thermal conduction mechanisms and thermal convection mechanism. The paper then derives the quantitative relationship between water temperature and tidal volumetric strain changes in an ideal artesian well. Finally,the water temperature tidal effect in the Benxi artesian well is analyzed. The results show that the water temperature tidal effect in Benxi well is the result of joint action of thermal conduction mechanism and thermal convection mechanism,in which thermal conduction mechanism plays a leading role. 展开更多
关键词 Artesian well Water temperature Earth tide Thermal conduction Thermal convection Benxi area
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Stability and remote real-time monitoring of the slope slide body in the Luoshan mining area 被引量:6
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作者 Yang Xiaojie Hou Dinggui +2 位作者 Tao Zhigang Peng Yanyan Shi Haiyang 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第5期761-765,共5页
Landslides have occurred frequently in the Luoshan mining area because of disordered mining.This paper discusses the landforms and physiognomy,hydro-meteorology,formation lithology,and geologic structure of the Luosha... Landslides have occurred frequently in the Luoshan mining area because of disordered mining.This paper discusses the landforms and physiognomy,hydro-meteorology,formation lithology,and geologic structure of the Luoshan mining area.It also describes the factors influencing the slope stability of landslide No.Ⅲ,determines the general parameters and typical section plane,analyzes the stress-strain state of the No.Ⅲ slope,and calculates its safety factors with FLAC3 D under saturated and natural conditions.Based on a stability analysis,a remote real-time monitoring system was applied to the No.Ⅲ slope,and these monitoring data were collected and analyzed. 展开更多
关键词 LANDSLIDE FLAC3D Stability analysis Remote real-time monitor
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Three-dimensional in situ stress determination by anelastic strain recovery and its application at the Wenchuan Earthquake Fault Scientific Drilling Hole-1(WFSD-1) 被引量:11
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作者 SUN DongSheng LIN WeiRen +4 位作者 CUI JunWen WANG HongCai CHEN QunCe MA YinSheng WANG LianJie 《Science China Earth Sciences》 SCIE EI CAS 2014年第6期1212-1220,共9页
In situ stress state becomes more and more significant with in-depth research on geodynamics and energy development.However,there has not been an economic and effective method developed to determine deep three-dimensi... In situ stress state becomes more and more significant with in-depth research on geodynamics and energy development.However,there has not been an economic and effective method developed to determine deep three-dimensional in situ stress.The Anelastic Strain Recovery(ASR)method is a newly developed technique that can determine three-dimensional in situ stresses.After the 12 May 2008 Ms8.0 Wenchuan earthquake,the ASR method was used for the first time in China's Mainland to measure the in situ stresses in the WFSD scientific boreholes in Sichuan Province,China.In this paper,the basic procedure of the ASR method is introduced in detail and the compliances of ASR for boring cores are investigated.The results show that the maximum principal stress direction was NW64°at a measured depth(MD)of 1173 m(vertical depth 1151 m)in WFSD-1.The ratio of shear mode to the volume mode compliance of ASR was 2.9.And the three principal stresses at 1173 m MD in WFSD-1are 43,28 and 25 MPa.Combined with stress measurement results determined using other in situ measurement methods along the Longmenshan fault zone,the directions of the maximum horizontal principal stress changes from E-W to NEE-SWW to NWW-SEE when moving from NE to SW along the Longmenshan fault zone.This change is in agreement with the stress regime of the Longmenshan fault zone of the Wenchuan Earthquake,which supports a stress regime consisting predominantly of thrusts in the southwest and strike-slip in the northeast. 展开更多
关键词 Wenchuan earthquake anelastic strain recovery compliance of anelastic strain recovery three-dimensional in situ stress scientific borehole
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