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哈萨克斯坦西部和曼格什拉克半岛正在开采大量的油气田,随时可能导致难以预测的不良后果,即地震、不可逆形变和地面沉陷、数百的地表和近地表断裂。在开发区建设(建高楼、修工程、埋管道、修道路、架电线)时必须考虑上述后果。提出的计算模型不仅可以揭示沉陷矢量和应力张量垂直分量的变化,而且可以随时减少不同深度和离油田对称轴不同距离油气层的压力。 相似文献
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根据瞬变电磁场扩散方程与波动方程间存在的数学对应形式,将已知瞬变电磁场数据转换为虚拟波场数据,在此基础上,提出了用克希霍夫积分法将所转换的波场从地面向地下反向延拓的方法.在延拓的数值计算中,为提高计算效率,采用三维边界元技术,把边界积分分解为诸三角单元积分的积分之和, 建立了曲面延拓方程式;通过地面测点的波场值,求出地下某一点的波场值,实现了地表为曲面的向下延拓成像计算.通过对理论模型计算和实际资料处理,证明了该方法可以增强瞬变电磁法识别地下电性分界面的能力,使瞬变电磁法对地下目标体的三维精细探测成为可能. 相似文献
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用经验格林函数法模拟2008年日本岩手县地震强地面运动 总被引:1,自引:1,他引:0
1 研究背景 众所周知,大地震中的近场强地面运动对近断层的建筑物和工业装备破坏十分剧烈,但是长期以来由于近场强地面运动记录的缺乏,人们对其特征了解甚少.而且现有的震源动力学计算方法受到缺乏地下三维速度结构的准确信息和本身计算能力所限,模拟出的地震波的高频部分不足. 相似文献
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十七、关于地下流体学科“九五”立项的讨论地震地下流体监测、预报研究工作已开展20多年了,这期间经历了多次7级以上强震,积累了大量的丰富的资料和地震监测预报的经验。对这些资料和经验通过“六五”、“七五”、“八五”的资料清理、短临预报实用化攻关和短临预报... 相似文献
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《地球物理学进展》1992,(1)
本文分析了一组国际实验的结果.实验目的是为了证实对由近表面的地质效应所引起的地面运动变化的计算预报.为此,加州环境保护部建立了该实验场.根据位于岩石上的加速度记录和介质的土工模型,预计附近沉积层其它地点的运动量.二维有限差分敏感分析表明,横波传播效应可忽略不计,对这一地点,一维计算已经足够.把这些计算结果和作者在观测前的预报进行比较,发现峰值加速度、峰值速度和均方根加速度的预报误差分别小于159%、114%和62%.最大响应谱的拟合系数不超过2倍.预报和实莎的Husid图(加速度平方的亚常积累图)的相关系炎>0.98,已发现的偏差与仪器位置、分量、频率或时间无任何简单的关系. 相似文献
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分离线圈地面核磁共振找水方法是将激发线圈与接收线圈分离开来的找水探测方法.文中阐释分离线圈地面核磁共振找水方法正演表达式;利用高斯积分方法计算了分离线圈正演公式中的核函数.通过分析核函数的变化规律,得出分离线圈地面核磁共振方法具有较高的横向分辨率.通过计算全空间的核函数矩阵,将地下含水模型离散化,实现分离线圈地面核磁共振找水3D模型正演快速计算.通过对比计算1D含水模型响应,本文的计算选取网格的越小,正演精度越高.文中计算装置对模型的响应,分析正演曲线随着模型的埋深与装置的不同呈现的变化规律,研究分离线圈地面核磁共振的分辨特性及探测特点. 相似文献
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以沈阳地铁一号线重启区间隧道为研究背景,采用基于均匀试验设计法的有限元数值分析法确定隧道围岩土体物理力学参数与地面沉降之间的关系,并以此作为神经网络的输入样本,通过BP神经网络对样本的训练、学习,建立隧道围岩土体力学参数与地面沉降之间的映射关系,然后利用这种映射关系,根据地铁开挖引发的地面沉降实测值反演岩土体的物理力学参数,最后根据参数反演结果,建立有限元应力应变模型预测地面沉降,并与实测值相比较,以检验BP神经网络地面沉降位移反分析方法的有效性和合理性。 相似文献
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为研究盾构隧道下穿地下建筑物时的地表沉降特征和地层沉降规律,对沈阳地铁1号线某区间盾构隧道下穿地下结构引起的地层沉降进行了理论分析、数值模拟和工程监测。结果表明:盾构机从不同方向接近地下框架结构端墙的下方时,端墙下方土体出现较大的位移,因此端墙下方土体需加固;盾构机在独立基础下方掘进时,提高同步注浆压力和增加注浆量对减小地表沉降的作用不明显;地下框架结构对土层的约束作用使盾构隧道施工引起的地表最大沉降值减小,沉降槽宽度系数增大,曲线更平缓;忽略地下框架结构刚度的地表沉降数值分析结果与地表位移监测数据接近,可用于指导工程实践。 相似文献
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呼图壁地下储气库部分区域地表垂直形变机理研究 总被引:1,自引:0,他引:1
利用在呼图壁地下储气库开展的2013~2015年7期二等水准测量获得的高差数据,对由于地表气井压力变化影响而发生的地下储气库地表垂直变形进行了分析。研究表明,呼图壁地下储气库区的地表变形除了构造成因引起的盆地下沉以外,其他主要形变成因来源有2个方面:一个是呼图壁地区的地下水超采影响着该地区的地表垂直变化;另一个是储气库集采气期间井口压力变化影响下的地表沉降,根据计算,储气库每MPa气井压力变化影响到的地表变化约为0.625~1.125mm。 相似文献
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Land subsidence due to subsurface fluid (water, gas, oil) withdrawal is often predicted by either finite element or finite difference numerical models based on coupled poroelastic theory, where the soil is represented as a semi-infinite medium bounded by the traction-free (ground) surface. One of the variables playing a most important role on the final outcome is the flow condition used on the traction-free boundary, which may be assumed as either permeable or impermeable. Although occasionally justified, the assumption of no-flow surface seems to be in general rather unrealistic. A permeable boundary where the fluid pressure is fixed to the external atmospheric pressure appears to be more appropriate. This paper addresses the response, in terms of land subsidence, obtained with a coupled poroelastic finite element model that simulates a distributed pumping from a horizontal aquifer confined between two relatively impervious layers, and takes either a permeable boundary surface, i.e., constant hydraulic potential, or an impermeable boundary, i.e., a zero Neumann flow condition. The analysis reveals that land subsidence is rather sensitive to the flow condition implemented on the traction-free boundary. In general, the no-flow condition leads to an overestimate of the predicted ground surface settlement, which could even be 1 order of magnitude larger than that obtained with the permeable boundary. 相似文献
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Introduction In recent years some big cities in China commonly build subways in central urban areas to improve crowded surface transportation, and the subways usually are large-scale group cavities composed by two parallel cavities. Construction of large-scale group cavities will certainly affect the design ground motion near the cavities, and further affect seismic safety of the existing build-ings nearby. So it is of significance to estimate this effect on seismic design of the buildings. H… 相似文献
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采用波函数展开法,给出了平面P波入射下半空间中洞室群对地面运动影响问题的一个级数解答. 数值结果表明,地下洞室群对附近地面运动具有显著的放大作用.建议地铁等地下工程在规划和设计时,考虑工程建设后对沿线地面运动的影响. 相似文献
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A series solution for surface motion amplification due to underground twin tunnels: incident SV waves 总被引:7,自引:0,他引:7
A series solution of displacement response of the ground surface in the presence of underground twin tunnels subjectcd to excitation of incident plane SV waves is derived by using Fourier-Bessel series expansion method. The numerical parametric study shows that underground twin tunnels significantly amplify the nearby surface ground motion. It is suggested that the effect of subways on ground motion should be considered when the subways are planned and designed. 相似文献
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海相结构性软黏土地基的沉降特性研究 总被引:2,自引:0,他引:2
通过室内试验获得了海相结构性软黏土的初始屈服面;考虑不同埋深处地基土的初始结构屈服面之间的相似性规律,应用结构性本构模型,结合工程实测数据,对海相软黏土地基土体屈服与地基沉降之间的关系进行了研究。结果表明,结构性本构模型能够较好地模拟海相结构性软黏土地基的沉降变形;结构性土地基的土体屈服是由浅及深逐步发展的,虽然存在低荷载时沉降小、高荷载时沉降大且呈非线性增大的现象,但这是渐变的过程,沉降量—时间—填土高度曲线上不能确定显著的转折点,通过观察沉降曲线的转折点来确定临界填土高度的方法将难以实现。 相似文献
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The objective of this article is to analyze the influence of clay zones on subsidence from groundwater pumping. Finite element analyses were conducted on a sand‐only aquifer and a sand aquifer with two clay zones located at different distances from the well face. A model that accounts for recoverable and nonrecoverable strains was used to simulate the sand and clay. This model couples the groundwater flow with the stress‐deformation response of the aquifer materials. Each aquifer was pumped from a single well for a period of 6 months, and then the groundwater level was lowered gradually to an elevation below the elevation of the clay zones and kept there for 10 years. The groundwater level was then raised gradually back to the original elevation over a period of 10 years. The results of the analyses show that the ground surface subsidence profile is strongly influenced by the presence of the clays zones. The ground surface sags where these clay zones are present resulting in a wavy ground surface profile. Subsidence continued when pumping is stopped, albeit at a much slower rate than during pumping, and when the groundwater level is below the elevation of the clay zones. Clay zones further away from the well face lag the subsidence of clay zones nearer the well face because of lower changes in hydrostatic head. Sags in ground surface subsidence profile from groundwater pumping are indicators of the presence of low hydraulic conductive geological materials. 相似文献