A Review of the Calculation Formula for the Four-component Borehole Strainmeter and Application to Earthquake Cases   总被引：1，自引：0，他引：1  

SU Kaizhi 《中国地震研究》2019,33(1):132-146

Based on the principle formula for the four-component strainmeters, we can directly obtain the specific plane strain, shear strain and azimuthal angle of the principal strain, and the maximum and minimum principal strains calculated afterwards are the indirect result. The problems of practicality of the sensitivity coefficients A and B of plane strain and shear strain are then discussed. Based on this idea, we analyzed the observation data of several four-component borehole strainmeters near the epicenter of the Yiliang M_S5.7 earthquake in 2012 and the Ludian M_S6.5 earthquake in 2014 in the Zhaotong area, Yunnan Province. The results show that the analysis based on the perspective of plane strain and shear strain has an obviously better effect than that based on the component readings, and can directly peel off the respective abnormality of the plane strain and shear strain. In addition, the correlation coefficient curves between measured data of two plane strains show significant anomalies which often occur several days before and during the earthquake.  相似文献   

利用湖州台形变观测资料检测地震激发的地球球形自由振荡     

方燕勋  卞根发  惠若愚  孙宗强 《中国地震研究》2016,(4):584-593

By using the digital observations of the pendulum tiltmeter, water tube tiltmeter,extensometer and volumetric strainmeter at Huzhou station and with the power spectrum density estimation method,we acquired the_0S_5-_0S_50 fundamental sphere free oscillations caused by the Japan earthquake on March 11,2011,then compared it with the PREM model. The relative errors are mostly bigger than 1.2‰. The extensometer and volume strainmeter can clearly detect _0S_2,_0S_3and_0S_4,which are closely related to the deep structure and earth's interior.  相似文献   

美国板块边界观测(PBO)中的钻孔应变观测设备   总被引：3，自引：0，他引：3  

张宝红 《大地测量与地球动力学》2010,30(Z2)

介绍美国的板块边界观测(PBO)项目中的钻孔应变观测和钻孔应变观测设备,如钻孔应变仪、钻孔应变仪的辅助观测设备、数据采集、数据传输、电源系统、仪器的防护装置等,并介绍其技术要求.  相似文献   

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吴立恒  李涛  陈征 《大地测量与地球动力学》2012,32(3):41-44

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刘序俨 《大地测量与地球动力学》2013,33(4):151-154

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不同采样率下四分量钻孔应变观测同震变化特征     

唐磊  邱泽华  樊俊屹  罗自浩 《大地测量与地球动力学》2022,42(11):1196-1201

利用湟源台四分量钻孔应变观测的分钟值、1 sps、10 sps和100 sps四种不同采样率的观测数据,通过自检分析、同震应变阶分析和频谱分析等方法研究青海玛多M7.4地震同震变化特征。研究结果表明,分钟采样记录的地震波信息缺失严重,用分钟采样数据进行地震波初动、同震变化幅度等研究将会得到信度较低的结论;采样率越高,记录应变地震波信息的能力越强,但100 sps采样和10 sps采样结果相差不大,10 sps采样已能记录到比较全面的应变地震波信息;同震应变阶的变化性质和变化幅度与采样率无关;未来布设四分量钻孔应变仪时,建议应将采样率至少提高至1 sps。  相似文献   

乾陵地震台钻孔体应变观测资料分析     

张晨蕾  何明文  杨晓东  刘盼  史春伟  陈嘉选 《地震地磁观测与研究》2022,43(2):128-133

选取乾陵地震台2018—2020年钻孔体应变观测资料,进行完整性、年零漂和观测资料精度分析,通过采样调和分析,评价观测数据质量,并对自然环境变化、仪器系统故障和人为干扰对观测数据的影响进行分析,探讨该台钻孔体应变观测映震能力,认为： ①乾陵地震台体应变测项运行良好,观测数据质量较高; ②降雨、气压是影响体应变观测数据的主要干扰因素; ③体应变对全球7级以上、中国6级以上地震同震响应较明显,震级越大,同震响应持续时间越长。  相似文献   

China’s component borehole strainmeter network     

Shunliang Chi Earthquake Administration of Hebi  Hebi  China 《地震学报(英文版)》2009,(6)

In 2004,China’s digital seismic observation network project began to deploy 40 sets YRY-4 four-component borehole strainmeters in order to monitor earthquake preparation process.The paper describes observed solid tidal strain discreteness and tidal factor anisotropy,analyzes the reliability of observational data and discusses the cause for this phenomenon.After getting rid of interferences,the network,in two years practice,has observed several pre-seismic strain anomalies at stations close to epicenters esp...  相似文献   

273.15 到 308.15 K下二元体系（LiCl-H2O 和 MgCl2-H2O）和三元体系（LiCl-MgCl2-H2O）的体积性质研究          下载免费PDF全文

戈海文  杨红军  王敏 《盐湖研究》2022,30(4)

用高精度振动管在 273.15 至 308.15 K 的温度范围内以 5 K 的间隔对两个二元系统（LiCl-H2O 和 MgCl2-H2O）和三元系统（LiCl-MgCl2-H2O）的密度进行了实验测定密度计。基于 Vogel-Fulcher-Tamman (VFT) 方程,对 LiCl(aq) 和 MgCl2(aq) 密度与温度和摩尔浓度的相关方程的系数进行了参数化。 Young的理想混合规则被成功地应用于基于相关的二元解性质关联三元系统的密度。根据二元和三元体系的体积特性数据,根据 Pitzer 离子相互作用理论,得到 Pitzer 单盐参数和混合离子相互作用参数。在本工作中确定了三元体系在恒定离子强度下的混合体积 (ΔVm)。  相似文献   

Numerical simulation of the shear behavior of rockfills     

Ming Xu  Erxiang Song 《Computers and Geotechnics》2009

A strain hardening model is proposed for simulation of the shear behavior of rockfills, including the non-linear stress–strain relationship, stress-dependence of stiffness, non-linear strength envelope, and particularly the shearing contraction and dilatancy. This model utilizes the Mohr–Coulomb yield criterion, which is defined by the mobilized friction angle varying with plastic octahedral shear strain. The development of Rowe’s stress dilatancy theory is reviewed, with its limitation for rockfills highlighted. A modified solution is then proposed to derive the mobilized dilatancy angle of rockfills. Compared with large-scale triaxial testing results, it has been demonstrated that this simple model is capable of predicting the shear behavior of rockfills with fair accuracy.  相似文献