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Surface-wave-based inversions of shallow seismic structure

机译:基于表面波的浅地震结构逆

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The inversion of surface wave propagation measurements to determine soil properties within a few meters of the surface is being investigated to facilitate the development and simulation of seismic landmine detection techniques. Knowledge of soil types, soil material properties, inhomogeneities, stratification, water content, and nonlinear mechanisms in both the propagation path and the source-to-surface coupling can be used to validate and improve both numerical and experimental models. The determination of the material properties at field test sites is crucial for the continued development of numerical models, which have shown a strong dependency on the assumed soil parameter variations in elastic moduli and density as a function of depth. Field experiments have been conducted at several test sites using both surface and sub-surface sensors to measure the propagation of elastic waves in situ with minimal disruption of the existing soil structure. Material properties have been determined from inversion of surface wave measurements using existing spectral analysis of surface waves (SASW) techniques. While SASW techniques are computer-intensive, they do not disturb the existing soil structure during testing as do borehole and trench techniques. Experimental data have been compared to results from 3-D finite-difference time-domain (FDTD) modeling of similar soil structures and measurement methods.
机译:正在研究表面波传播测量的反转,以确定几米的表面内的土壤性质,以促进地震地区探测技术的开发和模拟。传播路径和源极耦合中的土壤类型,土壤材料性质,不均匀性,分层,含水量和非线性机制的知识可用于验证和改善数值和实验模型。现场试验部位的材料特性的测定对于持续的数值模型的持续发展至关重要,这示出了对假定的土壤参数变化的强依赖性和密度作为深度的函数。使用表面和子表面传感器在几个测试部位进行了现场实验,以利用现有土壤结构的最小破坏来测量弹性波的传播。已经使用表面波(SASW)技术的现有光谱分析来从表面波测量的反转确定材料特性。虽然SASW技术是计算机密集型的,但它们在测试期间不会打扰现有的土壤结构,如钻孔和沟槽技术。将实验数据与类似土壤结构和测量方法的3-D有限差分时域(FDTD)建模进行了比较。

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