京西北地区地应变观测与小震震源机制解一致性研究     

茅远哲  曹筠  高晨  冯向东  王晓山 《中国地震》2019,35(4):709-717

以京西北地区作为研究区域，采用应变参数方法解算定点地应变观测数据，将所得应变参数时间序列作为研究对象，利用该结果与研究区内同期小震震源机制解进行一致性分析，研究得出呈拉张性质的定点观测最大主应变方位与震源机制解最大拉张变形方向（T轴）水平投影具有良好的对应性，整体以NNW—NE向为主，且自西向东排布的测点最大主应变方位与震源机制解最大拉张变形方向均表现为逐渐东向偏移的趋势，与华北平原块体北部发生顺时针旋转活动的特征相吻合，结果进一步检验了地应变观测反映区域应变场信息的能力。  相似文献   

巴颜喀拉块体东缘形变及九寨沟地震孕震环境数值分析   总被引：6，自引：3，他引：3       下载免费PDF全文

庞亚瑾  程惠红  张怀  石耀霖 《地球物理学报》2017,60(10):4046-4055

2017年8月8日四川发生九寨沟M7.0地震,是继2008年汶川M8.0地震后发生在巴颜喀拉块体东部的又一强震.现今GPS速度观测数据显示,2008年汶川地震前后的1999-2007年和2011-2016年两个时间段内巴颜喀拉块体东部地表速度场存在明显的差异.本文以实际GPS速度观测资料为约束,构建三维有限元地球动力学模型,分别计算分析了两个时段内震源区及周边现今地壳形变、弹性应变能和应力积累特征,进一步探讨汶川地震的发生对九寨沟地区变形及应力的影响.数值模拟结果显示,汶川地震之后(2011-2016年)巴颜喀拉块体东部的地壳形变、弹性应变能积累及应力积累速率均明显大于震前,增加量值达1.5-3倍;九寨沟地震发震断裂上库仑应力增长率在1999-2007年约为0.7 kPa·a~(-1),2011-2016年间增至1.2 kPa·a~(-1).上述结果表明,现今巴颜喀拉块体东部地壳应力积累过程有利于左旋走滑型九寨沟地震的发生,汶川地震的发生调整了区域应力状态,加速了九寨沟地震的孕育过程.  相似文献   

易县地震台四分量钻孔应变观测震前异常特征     

赵慧琴  王艳  张肖  马栋 《地震地磁观测与研究》2017,38(4):132-136

通过对河北易县地震台钻孔应变资料进行处理,发现在2014年9月6日涿鹿4.3级和2015年9月14日昌黎4.2级地震前,该台四分量钻孔应变观测到显著前兆异常变化,与2012年5月28日唐山4.8级地震前出现的异常相似度较高,异常形态均表现为"来快去慢",均在极值附近维持数日后,逐渐恢复原值过程中发生地震。  相似文献   

体应变地震波最大振幅与地震震级和震中距的统计关系探讨     

姜佳宁  吴利军 《中国地震研究》2017,31(1):107-115

Based on the body strain record of Tiantanghe station from 2008 to 2014,we make a statistical analysis of the relationship between the maximum amplitude of the body strain record and the surface-wave magnitude,epicenter distance of the earthquakes,which occurred in the Chinese mainland and its surrounding areas with MS≥6. 0 and the rest of the world with MS≥7. 0. According to statistical results,we propose a statistical formula between the surface-wave magnitude of earthquake and the maximum amplitude of the body strain record,the epicenter distance: M_S~*= 0. 37 ln A_max+ 0. 57 ln D + 0. 07. We can also derive a theoretical estimation formula for the maximum amplitude: A_max=e~(2. 7(M_S~*-0. 07))D~(-1. 54). This demonstrates that the maximum amplitude of the body strain record increases exponentially with the increase of the surface-wave magnitude, and decreases with the increase of the epicenter distance,and shows a negative correlation with their product. We further discuss the necessity of adding instruments with high frequency sampling to earthquake monitoring, and dicuss the prospects for precise earthquake prediction in future.  相似文献   

重复循环荷载作用下原状黄土动力特性试验研究   总被引：1，自引：1，他引：0       下载免费PDF全文

文少杰  张吾渝  王鹏 《地震工程学报》2020,42(6):1659-1665

为探究重复循环荷载作用下含水率、固结压力对原状黄土动力特性、变形性状的影响规律，利用英国GDS双向动态三轴试验系统模拟交通荷载，对海东地区原状黄土进行动三轴试验研究。试验结果表明：单一重复循环动荷载作用下，在加载初期，海东地区原状黄土的轴向动应变随着循环次数的增大急剧增加，后期缓慢增加至趋于稳定，即发生应变硬化现象。在加载初期，含水率、固结压力对原状黄土的轴向动应变无明显影响，当循环次数N>400时，原状黄土的轴向动应变随含水率的升高而增加，随固结压力的增大而减小。动剪切模量随循环次数的增加出现先减小后增加再减小的变化，随含水率的升高有较大幅度的降低。动阻尼比随循环次数的增加先增加后减小，随含水率的升高而增大。表明海东地区原状黄土所具有的大孔隙架空结构使其在重复循环荷载作用下易发生振动变形。  相似文献   

Hypo‐elastic and hyper‐elastic equations of soils          下载免费PDF全文

Koichi Hashiguchi 《国际地质力学数值与分析法杂志》2018,42(13):1554-1564

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场地地震反应分析中侧向人工边界距离选取及影响因素分析          下载免费PDF全文

白建方  董士欣 《世界地震工程》2018,34(3):179-187

结合均匀场地模型和分层均匀场地模型，采用数值试验的方法研究了场地地震反应分析中侧向人工边界距离的选取问题。分析了各主要因素对人工边界距离选取的影响，得到了如下结论:单侧人工边界距离与土层深度之比L/h是影响人工边界距离选取的主要参数；随着侧向人工边界距离的增加，有限元模型的计算误差并不一直减小，在局部范围内，会出现计算误差随着边界距离的增加而增大的现象；场地硬度、阻尼比和激振频率等因素不会影响计算误差随边界距离的变化规律，但采用自由场边界时受输入地震动频谱特性的影响较为明显；对水平激振下的一维场地模型来说，采用结合自由度边界时所需边界距离最短，自由场边界次之，采用粘性边界达到收敛时所需边界距离最长；无论哪种边界条件，当边界距离大于某一范围后，都能得到稳定的计算结果；相对于均质场地模型来说，实际的分层均匀场地建模时可适当减小侧向人工边界距离。  相似文献   

Dynamic analysis of strain localization in water‐saturated clay using a cyclic elasto‐viscoplastic model     

B. Shahbodagh Khan  M. Mirjalili  S. Kimoto  F. Oka 《国际地质力学数值与分析法杂志》2014,38(8):771-793

A computational framework is presented for dynamic strain localization and deformation analyses of water‐saturated clay by using a cyclic elasto‐viscoplastic constitutive model. In the model, the nonlinear kinematic hardening rule and softening due to the structural degradation of soil particles are considered. In order to appropriately simulate the large deformation phenomenon in strain localization analysis, the dynamic finite element formulation for a two‐phase mixture is derived in the updated Lagrangian framework. The shear band development is shown through the distributions of viscoplastic shear strain, the axial strain, the mean effective stress, and the pore water pressure in a normally consolidated clay specimen. From the local stress–strain relations, more brittleness is found inside the shear bands than outside of them. The effects of partially drained conditions and mesh‐size dependency on the shear banding are also investigated. The effect of a partially drained boundary is found to be insignificant on the dynamic shear band propagation because of the rapid rate of applied loading and low permeability of the clay. Using the finer mesh results in slightly narrower shear bands; nonetheless, the results manifest convergency through the mesh refinement in terms of the overall shape of shear banding and stress–strain relations. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

铁路路基粗粒土填料临界动应力试验研究     

王康宇  庄妍  耿雪玉 《岩土力学》2020,41(6):1865-1873

粗粒土填料被广泛应用于铁路基床填料中，直接承受轨道结构传递的列车动循环荷载的长期作用，研究其在列车动荷载作用下的动力行为特征及塑性变形特性可为路基状态评估、沉降控制提供思路。采用GDS动三轴试验系统对铁路基床表层的粗粒土填料动力响应开展研究，通过引入塑性应变率和安定理论，将不同频率、围压、循环动应力比等条件下路基填料的轴向塑性应变的发展规律划分为塑性安定、塑性蠕变和增量塑性破坏3种类型，并确定了塑性安定和塑性蠕变状态的临界动应力水平。研究表明：粗粒土填料的临界循环应力比随着围压的增大而增大，随着荷载频率的增加而减小。通过对试验结果的拟合分析，提出了以围压为变量的临界动应力经验公式，为合理评估列车荷载作用下路基任意深度的动力稳定提供了理论依据。  相似文献   

Thermo-hydro-mechanical modeling of unsaturated soils using isogeometric analysis: Model development and application to strain localization simulation     

Shahriar Shahrokhabadi  Toan Duc Cao  Farshid Vahedifard 《国际地质力学数值与分析法杂志》2020,44(2):261-292

This study presents a thermo-hydro-mechanical (THM) model of unsaturated soils using isogeometric analysis (IGA). The framework employs Bézier extraction to connect IGA to the conventional finite element analysis (FEA), featuring the current study as one of the first attempts to develop an IGA-FEA framework for solving THM problems in unsaturated soils. IGA offers higher levels of interelement continuity making it an attractive method for solving highly nonlinear problems. The governing equations of linear momentum, mass, and energy balance are coupled based on the averaging procedure within the hybrid mixture theory. The Drucker-Prager yield surface is used to limit the modified effective stress where the model follows small strain, quasi-static loading conditions. Temperature dependency of the surface tension is implemented in the soil-water retention curve. Nonuniform rational B-splines (NURBS) basis functions are used in the standard Galerkin method and weak formulations of the balance equations. Displacement, capillary pressure, gas pressure, and temperature are four independent quantities that are approximated by NURBS in spatial discretization. The framework is used to simulate strain localization in an undrained dense sand subjected to plane strain biaxial compression under different temperatures and displacement velocities. Results show that an increase in the displacement rate leads to reduction in the equivalent plastic strain while an increase in the temperature leads to an increase in the equivalent plastic strain. The findings suggest that the proposed IGA-based framework offers a viable alternative for solving THM problems in unsaturated soils.  相似文献