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2024 | OriginalPaper | Chapter

10. Complete Application

Authors : Liu Liu, Zhenming Shi, Ming Peng, Shaojun Li

Published in: Detection of Karst Voids at Deep Pile Foundation

Publisher: Springer Nature Singapore

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Abstract

Chapter 10 reports a case study using both borehole and pile hole-based detection methods.

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previous chapter Advanced Pile Hole Sonar Detection System
Literature
Bohlen T (2002) Parallel 3-D viscoelastic finite difference seismic modelling. Comput Geosci 28(8):887–899CrossRef
Köhn D, Meier T, Fehr M, Nil D, Auras M (2016) Application of 2D elastic Rayleigh waveform inversion to ultrasonic laboratory and field data. Near Surf Geophys 14:461s-s476CrossRef
Liu L, Shi Z, Tsoflias GP et al (2022) Detection of karst voids at pile foundation by full-waveform inversion of single borehole sonic data. Soil Dyn Earthq Eng 152:107048CrossRef
Sener A, Peksen E, Yolcubal I (2021) Application of square array configuration and electrical resistivity tomography for characterization of the recharge area of a karst aquifer: a case study from Meneks¸e karst plateau (Kocaeli, Turkey). J Appl Geophys 195:104474CrossRef
Tsourlos P (1995) Modeling interpretation and inversion of multielectrode resistivity survey data. Ph.D. Thesis. University of York, U.K
Metadata
Title
Complete Application
Authors
Liu Liu
Zhenming Shi
Ming Peng
Shaojun Li
Copyright Year
2024
Publisher
Springer Nature Singapore
Book
Detection of Karst Voids at Deep Pile Foundation

Print ISBN: 978-981-9758-33-3

Electronic ISBN: 978-981-9758-34-0

Copyright Year: 2024

DOI
https://doi.org/10.1007/978-981-97-5834-0_10