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Surface-Wave-Based Inversions of Shallow Seismic Structure

机译:浅层地震结构基于面波的反演

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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:为了确定地震地雷探测技术的发展和模拟,正在研究对表面波传播测量值的反演来确定地表几米范围内的土壤特性。可以使用土壤类型,土壤材料特性,不均匀性,分层,含水量以及传播路径和源-面耦合的非线性机制的知识来验证和改进数值模型和实验模型。现场测试现场材料特性的确定对于数值模型的持续发展至关重要,数值模型已显示出对假定土参数的弹性模量和密度随深度的函数的强烈依赖性。已经在几个测试地点使用地面和地下传感器进行了现场试验,以在不破坏现有土壤结构的情况下就地测量弹性波的传播。已经使用现有的表面波频谱分析(SASW)技术从表面波测量值的反演中确定了材料属性。尽管SASW技术是计算机密集型技术,但它们不会像钻孔和沟槽技术那样在测试过程中干扰现有的土壤结构。实验数据已与类似土壤结构和测量方法的3-D有限差分时域(FDTD)建模结果进行了比较。

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