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71.
地球介质的非定常参数黏弹模型   总被引:3,自引:0,他引:3       下载免费PDF全文
用开尔文黏弹模型对实验蠕变曲线和冰后期地面抬升观测曲线进行反演,得到相关的黏弹参数,发现所有的黏弹参数都随实验(或观测)时间长度发生有规律的变化, 表明黏弹参数是实验(或观测)时间的函数.在此基础上提出非定常参数的黏弹模型,将通常采用的剪切模量μ2、弛豫时间τ 和黏度η 相应地从常数修正为时间的函数μ2(t)、τ(t) 和η(t),检验表明修正后的开尔文模型可以更好地符合实测蠕变曲线.用修正后的μ2(t)对软流层的黏度进行估算,其值约为4.6×1020 Pa·s.  相似文献   
72.
将Von Karman型的随机各向同性背景引入粘弹性单斜各向异性波动方程,并应用交错网格技术进行模拟.结果表明在这种非均匀复合介质中波场特性既体现了规律性较强的粘弹性单斜各向异性性质,又体现了介质的随机性特点.具体表现为:胀缩、剪切品质因子造成了振幅的显著衰减;相同方差条件下,尺度越小随机介质干扰强度越大.为进一步研究裂隙型油气藏基本特征提供了有益的参考.  相似文献   
73.
74.
本文利用考虑黏弹性地壳结构和精确震源参数的震后形变模型,计算了玛尼、昆仑山口西、汶川地震所形成的同震和震后形变场的变化过程与特征,结果显示玛尼地震的震后形变场有利于昆仑山口西地震的能量积累,玛尼地震与昆仑山口西地震的震后形变场对汶川地震的作用不明显,而这三次地震总的震后形变场在玉树断裂带附近形成了一个明显带有左旋性质的...  相似文献   
75.
Following the 1999 Mw 7.6 Chi-Chi earthquake, a large amount of seismicity occurred in the Nantou region of central Taiwan. Among the seismic activities, eight Mw  5.8 earthquakes took place following the Chi-Chi earthquake, whereas only four earthquakes with comparable magnitudes took place from 1900 to 1998. Since the seismicity rate during the Chi-Chi postseismic period has never returned to the background level, such seismicity activation cannot simply be attributed to modified Omori’s Law decay. In this work, we attempted to associate seismic activities with stress evolution. Based on our work, it appears that the spatial distribution of the consequent seismicity can be associated with increasing coseismic stress. On the contrary, the stress changes imparted by the afterslip; lower crust–upper mantle viscoelastic relaxation; and sequent events resulted in a stress drop in most of the study region. Understanding seismogenic mechanisms in terms of stress evolution would be beneficial to seismic hazard mitigation.  相似文献   
76.
The vertical dynamic response of an inhomogeneous viscoelastic pile embedded in layered soil subjected to axial loading has been investigated. The interaction between pile and soil is simulated by a general Voigt model, one that has been demonstrated by earlier investigators to be capable of representing the plane strain case of soil adequately. The analytical solutions of pile responses in the frequency domain are obtained by using the (two-sided) Laplace transform. The corresponding semi-analytical solutions in the time domain for the case of a pile subjected to an instantaneous half-sine exciting force applied at the pile top are obtained via Fourier transform inversion. Using these solutions, a parametric study of the influence of the pile and soil properties on the vertical dynamic responses has been undertaken. It is shown that an abrupt variation of the soil properties with depth cannot yield evident reflection signal that may lead geotechnical engineers to assess the pile integrity wrongly from the velocity curve of the pile top, and the influence of viscosity of the pile material on the response is different from that of the damping of the soil surrounding the pile. The theoretical model developed in the present paper has also been validated in field studies, where it is shown by means of three examples that the solution developed in this study has been adequately verified by comparison of the theoretical pile model and field measurements of the dynamic responses.  相似文献   
77.
阐述了建立物质本构关系时应满足的基本公理,较详细地推导了各种类型粘弹性物质的本构关系,论述了变率理论与泛函数论之间的关系,推导了对于粘弹性问题求解具有实用意义的对应定理,并以简单的例子说明对应定理的应用。  相似文献   
78.
用数值模拟方法评估华北北部地震危险性   总被引:8,自引:2,他引:6       下载免费PDF全文
刘洁  宋惠珍 《地震地质》1999,21(3):221-228
根据华北北部地区深浅部地质特征建立地质模型,采用含位错面的三维粘弹性有限单元方法,在反演断层深部滑动速率的基础上计算区域内有效应力和应变能密度随时间的变化。由数值模拟结果估计华北北部的地震危险性,提出了 3 个潜在震源区:张家口及以北地区,震级上限为 6 级,孕震层在上地壳下部;延怀盆地,震级上限为 7 级,孕震层在中地壳;阳原盆地,震级上限为6 级,孕震层在下地壳上部  相似文献   
79.
基于弹性波动理论的多波多分量高斯束偏移具有计算效率高和成像准确等优点.但是目前此方法没有考虑实际地下介质的黏弹性对地震波传播的影响,从而无法补偿能量衰减和校正相位畸变,这使得该方法对一些含高黏弹性地层的成像效果不佳.针对衰减区域的成像问题,本文提出一种黏弹性衰减补偿高斯束偏移方法,该方法以多波多分量矢量波场弹性高斯束偏移方法为基础,在偏移过程中沿射线路径通过引入品质因子Q来考虑黏弹性影响并进行衰减补偿.该方法能够在偏移过程中实现PP波和PS波的自动分离及分别成像.同时,本文给出了在矢量波场偏移过程中提取角度域共成像点道集的方法,以便用于成像质量控制,并为后续速度和黏弹性参数反演提供所需的数据.本文利用2D层状模型和洼陷模型进行了方法测试,其成像结果验证了本文所提出的黏弹性衰减补偿高斯束偏移方法的可行性和有效性.  相似文献   
80.
Based on the lateral segmentation and vertical stratification characteristics of the crustal medium in Sichuan-Yunnan region,and the asymmetry of the static dislocations on the coseismic fault plane of the Wenchuan M_S8. 0 earthquake,we built a three-dimensional viscoelastic finite element model of the crust in the Sichuan-Yunnan region. The postseismic impact of the Wenchuan M_S8. 0 earthquake on the Sichuan-Yunnan region was studied.The results show that:① The far-field horizontal deformation caused by the viscoelastic relaxation of the medium in the 10 years after the earthquake is about 0-20 mm within the Sichuan-Yunnan diamond-shaped block,which has a greater influence on north side and smaller on south side.② In the 10 years after the earthquake,the far-field vertical deformation caused by the viscoelastic relaxation effect of the medium is small,and it shows an increase of about 0-4 mm in most areas of the Sichuan-Yunnan diamond-shaped block.③ The Xianshuihe fault and the eastern segment of the East Kunlun fault,which are close to the seismogenic fault,show a high gradient on deformation fields after the earthquake.④ In order to compare with the strong earthquake activity in the SichuanYunnan region after the Wenchuan earthquake, the horizontal stress state and the Coulomb failure stress change of the active block boundary are also calculated. From the spatial distribution of the coseismic and postseismic displacement field,the fault activity characteristics reflected by the stress state and the stress loading of the fault layer reflected by the Coulomb failure stress change,there is a certain correlation with the spatial distribution of strong earthquake activity in this region.  相似文献   
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