胡越, 王宇.2020.静力触探识别场地土层分布的贝叶斯学习方法研究[J].工程地质学报, 28(5): 966-972. doi: 10.13544j.enki.jeg. 2020-263.
    引用本文: 胡越, 王宇.2020.静力触探识别场地土层分布的贝叶斯学习方法研究[J].工程地质学报, 28(5): 966-972. doi: 10.13544j.enki.jeg. 2020-263.
    Hu Yue, Wang Yu. 2020. Identification of subsurface soil stratification using cone penetration tests and Bayesian learning[J]. Journal of Engineering Geology, 28(5): 966-972. doi: 10. 13544/j.cnki.jeg.2020-263.
    Citation: Hu Yue, Wang Yu. 2020. Identification of subsurface soil stratification using cone penetration tests and Bayesian learning[J]. Journal of Engineering Geology, 28(5): 966-972. doi: 10. 13544/j.cnki.jeg.2020-263.

    静力触探识别场地土层分布的贝叶斯学习方法研究

    IDENTIFICATION OF SUBSURFACE SOIL STRATIFICATION USING CONE PENETRATION TESTS AND BAYESIAN LEARNING

    • 摘要: 静力触探试验(CPT)通常是垂直于地表进行的,用以识别工程场地土层分布情况。实际工程中,常常由于时间和预算的限制,工程场地中的CPT探测点数量有限且分布稀疏。准确推测CPT探测点之间未测区域的数据和分层情况非常困难。本文提出了一种贝叶斯学习算法来解决这一难题。该方法可使用少量CPT探测点来预测二维剖面中土的分类和分层。该方法包括3部分:(1)使用贝叶斯学习对CPT数据进行二维空间插值;(2)利用Robertson土性分类图在二维剖面中确定每个位置(包括已探测和未探测的位置)土性分类(SBT);(3)使用边缘探测方法描绘二维剖面中的土层边界。本方法仅利用少量CPT探测点可直接得到表征二维地质剖面的高分辨率CPT数据和土体分类信息,并自动划定土层边界。本文用模拟算例探讨了该方法的效果。结果表明,仅使用5个CPT探测点的数据即可得到合理的推测结果。此方法可应用于地质信息化研究和城市地下空间建模。

       

      Abstract: Cone penetration test(CPT) is usually performed vertically to identify subsurface soil stratification. However,due to time and budget constraints,the number of CPT soundings performed in a site is often limited,leading to a great challenge in properly interpreting CPT data and identifying stratification in unsounded area along horizontal direction. A Bayesian learning method is presented in this paper to address this difficulty. The method can predict soil classification and stratification in a two-dimensional(2D)vertical cross-section using a limited number of CPT soundings. The method consists of three components:(1)2D interpolation of CPT data using Bayesian learning; (2)determination of soil behavior type(SBT)using Robertson chart at every location in the 2D cross-section,including locations with and without CPT soundings; (3) and soil layer/zone delineation using an edge detection method. High-resolution CPT data and SBT information in the 2D vertical cross-section can be obtained. Soil layer/zone boundaries are delineated automatically. The method is illustrated using a simulated example. The results suggest that the method performs well even when only five sets of CPT soundings are available.

       

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