Probabilistic method of two-dimensional soil profile based on surface wave exploration

Shuo Zheng, Guan-ye Wu, Hui Zheng, Ning Liu
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Abstract

Two-dimensional soil layers profile inversion is usually based on the in-situ test and borehole information, such as the cone penetration test, standard penetration test, borehole data, which can provide one dimensional data along the depth direction. There are some methods proposed to predict the horizontal soil layers profile, such as Kriging interpolation method, sequential indicator simulation method and Markov chain simulation. However, there may be unknown soil types between adjacent boreholes, so it is impossible to accurately predict two-dimensional soil profile based on interpolation method. This paper proposed a two-dimensional soil layer profile inversion method based on surface wave exploration.
基于表面波探测的二维土壤剖面概率方法
二维土层剖面反演通常是基于原位试验和钻孔信息,如锥形贯入试验、标准贯入试验、钻孔数据,可以提供沿深度方向的一维数据。提出了几种预测水平土层剖面的方法,如克里格插值法、序贯指标模拟法和马尔可夫链模拟法。然而,相邻钻孔之间可能存在未知的土壤类型,因此基于插值方法无法准确预测二维土壤剖面。提出了一种基于表面波探测的二维土层剖面反演方法。
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