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Numerical modeling for karst cavity sonar detection beneath bored cast in situ pile using 3D staggered grid finite difference method

机译:3D交错网格有限差分法在钻孔灌注桩地下岩溶腔声纳探测中的数值模拟

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摘要

Karst cavities beneath bored cast in situ piles constitute substantial dangers to the stability and quality of underground construction projects. Therefore, it is important to detect and image these karst cavities before the construction of piles for such projects. New sonar detection methods, which have advantages such as low cost and high efficiency, can ensure the quality of the bedrock for underground construction projects. In this study, a three-dimensional (3D) hole-bedrock-cave model for the sonar detection of karst cavities was developed using the finite difference time domain (FDTD) method. The modeling parameters were calibrated with measured data, and the numerical results were then compared with measured field detection data to validate the reliability of the proposed method. The numerical results revealed the following findings. (1) The waves transmitted to the center of the pile hole bottom can be divided into three types: the waves traveling upward into the slurry that are absorbed by a perfectly matched layer (PML) and can be ignored, the waves traveling horizontally along the hole bottom that constitute the primary interference during the detection process, and the waves traveling downward into the bedrock that represent the effective detection signal. To minimize the negative effects of multiple reflections from the pile hole wall, we deployed a receiver at the midpoint between the transmission point and the hole wall, at which location the signals from the multiple reflections are symmetrical and easy to identify. (2) The reflected signals generated from different depths, sizes and directions of cavities have different travel time features that make it possible to estimate the depth, size and direction of a cavity beneath a pile. (3) The velocities of multiple surface wave reflections can be predicted in the frequency spectrum of a test signal and then used to predict the arrival times of multiple surface wave reflections and identify reflected P-waves. (4) Cavities have a focusing effect on waves when they are completely filled with a low-velocity medium. The energy of a wave reflected from the floor of a karst cavity after focusing is theoretically stronger than that reflected from the roof of a karst cavity. (5) PMLs can effectively absorb waves reflected from artificial boundaries to avoid false interference. High-order FDTD methods can eliminate numerical dispersion and reduce the computational costs. In general, the sonar detection of karst cavities beneath bored piles can be simulated using a 3D high-order staggered grid finite difference method and PMLs. This numerical modeling scheme is reliable and can improve the accuracy and feasibility of practical detection experiments.
机译:钻孔灌注桩下方的岩溶腔对地下建筑项目的稳定性和质量构成了重大威胁。因此,在为这些项目建造桩之前,对这些岩溶腔进行检测和成像很重要。具有成本低,效率高等优点的新型声纳检测方法,可以保证地下建设项目的基岩质量。在这项研究中,使用有限差分时域(FDTD)方法开发了用于岩溶腔声纳探测的三维(3D)孔-基岩-洞穴模型。利用实测数据对建模参数进行了标定,然后将数值结果与实测数据进行了比较,验证了该方法的可靠性。数值结果表明以下发现。 (1)传输到桩孔底部中心的波可以分为三种类型:向上传播到泥浆中的波被完美匹配层(PML)吸收并且可以忽略不计,这些波沿着波峰水平传播。孔底部是检测过程中的主要干扰,而向下传播到基岩中的波则代表有效的检测信号。为了将桩孔壁的多次反射的负面影响降至最低,我们在传输点和孔壁之间的中点部署了一个接收器,在该位置处,多次反射的信号是对称的,易于识别。 (2)从不同深度,大小和方向的空腔产生的反射信号具有不同的行进时间特征,从而可以估计桩下空腔的深度,大小和方向。 (3)可以在测试信号的频谱中预测多次表面波反射的速度,然后将其用于预测多次表面波反射的到达时间并识别反射的P波。 (4)当空腔完全充满低速介质时,空腔会对波浪产生聚焦作用。聚焦后从岩溶腔底部反射的波的能量在理论上比从岩溶腔顶部反射的波的能量强。 (5)PML可以有效吸收人工边界反射的波,从而避免错误干扰。高阶FDTD方法可以消除数值离散并降低计算成本。通常,可以使用3D高阶交错网格有限差分法和PML来模拟钻孔桩下方的岩溶腔的声纳检测。该数值建模方案是可靠的,并且可以提高实际检测实验的准确性和可行性。

著录项

  • 来源
    《Tunnelling and underground space technology》 |2018年第12期|50-65|共16页
  • 作者单位

    Tongii Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China;

    Tongii Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China;

    Tongii Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China;

    Tongii Univ, Inst Acoust, Dept Phys Sci & Engn, Shanghai 200092, Peoples R China;

    Tongii Univ, Dept Geotech Engn, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China;

    Wuhan Changsheng Engn Explorat Technol Dev Co Ltd, Wuhan 430312, Hubei, Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Geo-investigation; Karst; FDTD; Underground construction;

    机译:地质调查;岩溶;FDTD;地下建筑;

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