Relevant bibliographies by topics / Cone Penetration Test (CPT)

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Cone Penetration Test (CPT)'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Cone Penetration Test (CPT)"

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Robertson, P. K. "Soil classification using the cone penetration test." Canadian Geotechnical Journal 27, no. 1 (1990): 151–58. http://dx.doi.org/10.1139/t90-014.

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Several charts exist for evaluating soil type from electric cone penetration test (CPT) data. A new system is proposed based on normalized CPT data. The new charts are based on extensive data available from published and unpublished experience worldwide. The new charts are evaluated using data from a 300 m deep borehole with wire-line CPT. Good agreement was obtained between samples and the CPT data using the new normalized charts. Recommendations are provided concerning the location at which to measure pore pressures during cone penetration. Key words: soil classification, cone penetration te
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Abu-Farsakh, Murad Y., Zhongjie Zhang, Mehmet Tumay, and Mark Morvant. "Computerized Cone Penetration Test for Soil Classification." Transportation Research Record: Journal of the Transportation Research Board 2053, no. 1 (2008): 47–64. http://dx.doi.org/10.3141/2053-07.

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Computerized MS-Windows Visual Basic software of a cone penetration test (CPT) for soil classification was developed as part of an extensive effort to facilitate the implementation of CPT technology in many geotechnical engineering applications. Five CPT soil engineering classification systems were implemented as a handy, user-friendly, software tool for geotechnical engineers. In the probabilistic region estimation and fuzzy classification methods, a conformal transformation is first applied to determine the profile of soil classification index (U) with depth from cone tip resistance (qc) and
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De Beer, E. E., E. Goelen, W. J. Heynen, and K. Joustra. "Cone penetration test (CPT): international reference test procedure." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 27, no. 2 (1990): A93. http://dx.doi.org/10.1016/0148-9062(90)95093-g.

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Treen, Curtis R., Peter K. Robertson, and David J. Woeller. "Cone penetration testing in stiff glacial soils using a downhole cone penetrometer." Canadian Geotechnical Journal 29, no. 3 (1992): 448–55. http://dx.doi.org/10.1139/t92-049.

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Cone penetration testing (CPT) in Canada is usually performed using locally available drilling rigs. The limited pushing capacity of most drilling rigs coupled with the risk of damage to expensive cone penetrometers has tended to restrict the CPT to generally loose or soft soils. Therefore, in regions dominated by stiff glacial soils the more rugged standard penetration test (SPT) is still the most commonly used in situ test during geotechnical investigations. However, there are many limitations with the SPT with respect to interpretation and repeatability, especially the uncertainty with the
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Wang, Shimin, Ziqiang Ren, Hang Zhou, and Jiawang Chen. "Model prediction controller for penetration mechanism of seabed cone penetration test system." Journal of Physics: Conference Series 2591, no. 1 (2023): 012027. http://dx.doi.org/10.1088/1742-6596/2591/1/012027.

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Abstract The system of seabed Cone Penetration Test (CPT) is a kind of equipment for offshore investigations. Seabed CPT is used to assess multiple physical properties of marine sediments. Constant-rate penetration mechanism is the core part of seabed CPT, which adopts dual-cylinder drive to penetrate the probe rod into the seafloor sediments at a constant speed (2cm/s). At present, the domestic CPT and its penetration equipment almost all rely on imports. In the process of system design, we found that the traditional PID control of the hydraulic cylinder position control accuracy is low, so w
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Li, Wenqiang. "Application of CPT test in the evaluation of the test effect of lime soil compacting pile." Vibroengineering PROCEDIA 49 (May 18, 2023): 186–91. http://dx.doi.org/10.21595/vp.2023.23234.

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In the course of highway construction and use in loess area, subgrade settlement disease is common and has great destructiveness. The cone penetration test (CPT), especially the pore pressure cone penetration test, can provide three continuous readings along the exploration depth cone tip resistance, lateral friction resistance and excess pore water pressure. In this paper, CPT tests are carried out in the losses areas in Shanxi, China. Some data and curves are obtained by using CPT, which are quite different from those obtained by conventional drilling, reflecting the soil layer characteristi
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Robertson, P. K., and CE (Fear) Wride. "Evaluating cyclic liquefaction potential using the cone penetration test." Canadian Geotechnical Journal 35, no. 3 (1998): 442–59. http://dx.doi.org/10.1139/t98-017.

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Soil liquefaction is a major concern for structures constructed with or on sandy soils. This paper describes the phenomena of soil liquefaction, reviews suitable definitions, and provides an update on methods to evaluate cyclic liquefaction using the cone penetration test (CPT). A method is described to estimate grain characteristics directly from the CPT and to incorporate this into one of the methods for evaluating resistance to cyclic loading. A worked example is also provided, illustrating how the continuous nature of the CPT can provide a good evaluation of cyclic liquefaction potential,
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Ladanyi, Branko. "Borehole penetration and expansion devices for ice testing." Canadian Journal of Civil Engineering 23, no. 1 (1996): 157–64. http://dx.doi.org/10.1139/l96-016.

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The paper presents two methods for in situ testing of strength and creep properties of ice, together with their theoretical interpretation and typical results. The two methods which are relatively new in this area of application, are the stress-controlled cone penetration test (CPT), and the sharp cone test (SCT). The CPT has been shown in the last few years to be an excellent tool for both ice quality profiling and ice creep and strength properties determination. The test can be used for penetrating vertically through an ice sheet, or laterally into an ice wall in a trench. The SCT is a speci
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Basoka, I. Wayan Ariyana. "PERBANDINGAN DAYA DUKUNG TIANG PANCANG BERDASARKAN PENGUJIAN CONE PENETRATION TEST (CPT) DAN STANDARD PENETRATION TEST (SPT) PADA TANAH BERPASIR." UKaRsT 4, no. 1 (2020): 109. http://dx.doi.org/10.30737/ukarst.v4i1.793.

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Design of building structure always related to the foundation, field testing is often done to test the bearing capacity of the soil in the form of a cone penetration test (CPT) and a standard penetration test (SPT). From the two field tests that are often done, it is necessary to research the amount of bearing capacity obtained through CPT and SPT data. This study uses a bearing capacity analysis of the pile foundation using CPT and SPT data in Pesanggaran, Bali, Indonesia. The analysis was carried out by comparing the bearing capacity of pile foundations using pile foundations with dimensions
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Irgi Rangga Prayoga, Mohammad Chilmi Zakariyah, Priangga Surya Maulana, Ahmad Moh Wildanul Abror, and Dika Ayu Safitri. "Penyelidikan Tanah Menggunakan Metode Uji Sondir Di Universitas 17 Agustus 1945 Surabaya." Jurnal Kendali Teknik dan Sains 2, no. 2 (2024): 44–52. http://dx.doi.org/10.59581/jkts-widyakarya.v2i2.3030.

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Cone Penetration Test (CPT) is a method designed to determine and test the strength of soil layers quickly and is one of the most widely used testing methods. The aim of this research is to determine the resulting bearing capacity and determine the hard soil layers on the Padhang-Padhang campus of West Sulawesi University using the Cone Penetration Test (CPT) or Sondir field testing tool. The method used in this research is the literature study method and direct testing in the field. From the results of this test, the Cone Penetration Test (CPT) data from 1 test point was processed and analyze
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Dissertations / Theses on the topic "Cone Penetration Test (CPT)"

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Gustafson, Ellen, and Emelie Strömgren. "Cone Penetration Test - a comparative study of the equipment and the performance." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-121130.

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Inom geotekniken behövs ofta jordlagerföljden och jordens egenskaper bedömmas. För att göra detta används ofta sonderingsmetoden Cone Penetration Test (CPT), som används främst till att ge en preliminär bedömning av jordlagerföljden och en uppskattning av geotekniska egenskaper. CPT-sondering är en avancerad metod som ställer högre krav på både fältgeotekniker och handläggande geotekniker jämfört med andra metoder och är en metod där många faktorer påverkar resultatet. Detta examensarbete undersöker vilka faktorer som påverkar CPT-sondering med fokus på utrustning och handhavandet hos teknikko
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Ozan, Cem. "Estimation Of Grain Characteristics Of Soils By Using Cone Penetration Test (cpt) Data." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1088988/index.pdf.

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Due to lack of soil sampling during a conventional cone penetration testing (CPT), it is necessary to classify soils based on recorded tip and sleeve friction and pore pressure (if available) values. However, currently available soil classification models are based on deterministic and judgemental determination of soil classification boundaries which do not address the uncertainties intristic to the problem. Moreover, size and quality of databases used in the development of these soil classification models are undocumented and thus questionable. Similar limitations do also exist in the develop
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Deshpande, Kedar M. "A Cone Penetration Test (CPT) based assessment of explosive compaction in mine tailings." Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/8660.

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Failure of tailings dams can occur due to liquefaction of saturated and loosely deposited silt and sand sized tailings under both seismic and static conditions. The consequences in terms of loss of lives and property are severe. As tailings possess soil-like structure and grain size distribution, it is possible to use ground improvement measures typically used for soils to improve the stability of these dams. It is also possible to use densification techniques to reduce the volume of the in-place tailings to provide greater storage space. This thesis reviews the assessment of ground densifica
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Corob, Alexander Edward. "Analysis of Applied Modifications to a Cone Penetration Test-based Lateral Spread Displacement Prediction Model." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/9065.

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This study set out to examine the effectiveness and reliability of six modifications to the Zhang et al. (2004) CPT-based lateral spread model. A regression analysis, distribution charts, and a discriminant analysis are performed to determine how effective the modifications are on the model. From the comparisons and statistical analysis performed in this study, application of these modifications reduces over-predictions from strain-based prediction methods. Unfortunately, the tendency to under-predict displacements on average is also increased.
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Taskinen, Timo I. "On the steady-state flow of an elastic-plastic material past cones and wedges." Thesis, University of Oxford, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.302330.

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Svensson, Axel. "Jämförelse av odränerad skjuvhållfasthet mellan CPT-sondering och fallkonförsök på Uppsalalera." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-325059.

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The knowledge about the shear strength of a soil is important because it is a key parameter that is used in many calculations in construction engineering. Some examples of what’s possible to calculate are slope stability, the soil pressure against retaining walls and the carrying capacity of building foundations. Great economic losses or, in the worst case scenario the risk for human lives, could be the result if the geotechnical properties of the soil are ignored. This report considers the undrained shear strength of clay from Uppsala. There are different methods based on empirical experience
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Žaržojus, Gintaras. "Analysis of the results and it influence factors of dynamic probing test and interrelation with cone penetration test data in Lithuanian soils." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2010. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20101230_093807-41798.

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The object of the thesis is soils that occur within the territory of Lithuania and may be used as basis for building foundations. The thesis studies the interpretation of the results of Dynamic Penetration Test (DPT) and Cone Penetration Test (CPT) of soils, reliability of direct (number of blows (Nx)) and de-rivative (dynamic point resistance (qd)) DPT parameters, analyses the result influencing factors and interrelation between DPT and CPT parameters. The data analysis has been performed by means of mathematical methods of statistics, also using analytical and empirical solutions. Having exa
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Arndt, Alex Michael. "Performance-Based Liquefaction Triggering Analyses with Two Liquefaction Models Using the Cone Penetration Test." BYU ScholarsArchive, 2017. https://scholarsarchive.byu.edu/etd/6945.

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This study examines the use of performance-based engineering in earthquake liquefaction hazard analysis with Cone Penetration Test data (CPT). This work builds upon previous research involving performance-based liquefaction analysis with the Standard Penetration Test (SPT). Two new performance-based liquefaction triggering models are presented herein. The two models used in this liquefaction analysis are modified from the case-history based probabilistic models proposed by Ku et al. (2012) and Boulanger and Idriss (2014). Using these models, a comparison is made between the performance-based m
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He, Jingwen. "Development of a Simplified Performance-Based Procedure for Assessment of Post-Liquefaction Settlement Using the Cone Penetration Test." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/7532.

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Earthquake-induced liquefaction can cause severe damage to infrastructure is a serious concern in civil engineering practice. Post-liquefaction settlement is one of the common effects of liquefaction. The ability to predict and quantify post-liquefaction free-field settlement is a crucial part of seismic design. Many approaches have been developed during the past 50 years to perform liquefaction hazard analysis. The performance-based earthquake engineering (PBEE) framework developed by the Pacific Earthquake Engineering Research (PEER) center is a probabilistic framework that can provide a mor
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Blonquist, Jenny Lee. "Development of a Simplified Performance-Based Procedure for Assessment of Liquefaction Triggering for the Cone Penetration Test." BYU ScholarsArchive, 2020. https://scholarsarchive.byu.edu/etd/8438.

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Soil liquefaction can cause devastating damage and loss and is a serious concern in civil engineering practice. One method for evaluating liquefaction triggering potential is a risk-targeted probabilistic approach that has been shown to provide more consistent and accurate estimates of liquefaction risk than traditional methods. This approach is a “performance-based” procedure which is based off of the performance-based earthquake engineering (PBEE) framework developed by the Pacific Earthquake Engineering Research (PEER) Center. Unfortunately, due to its complexity, performance-based liquefac
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Books on the topic "Cone Penetration Test (CPT)"

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Mayne, Paul W. Cone penetration testing. Transportation Research Board, National Research Council, 2007.

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Construction Industry Research and Information Association., ed. Cone penetration testing: Methods and interpretation. Construction Industry Research and Information Association, 1987.

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Salgado, Rodrigo. Pile design based on cone penetration test results. Purdue University, [Joint Transportation Research Program, 1999.

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Geological Survey (U.S.), ed. Subsurface exploration with the cone penetration testing truck. U.S. Dept. of the Interior, U.S. Geological Survey], 2003.

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Frost, A. J. D. Uses and efficacy of the cone penetration test: Isleport Business Park. Middlesex Polytechnic, 1990.

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Carter, Robert R. Cone penetration testing for evaluating the liquefaction potential of sands. Geotechnical Services Branch, Research and Laboratory Services Division, U.S. Dept. of the Interior, Bureau of Reclamation, 1988.

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Coerts, Alfred. Analysis of static cone penetration test data for subsurface modelling: A methodology. Koninklijk Nederlands Aardrijkskundig Genootschap/Faculteit Ruimtelijke Wetenschappen Universiteit Utrecht, 1996.

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16, ISSMFE Technical Committee on Penetration Testing of Soils-TC. Report of the ISSMFE Technical Committee on Penetration Testing of Soils--TC 16, with reference test procedures, CPT-SPT-DP-WST. Swedish Geotechnical Society, 1989.

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Woeller, D. J. Use of recent cone penetration test technology in evaluating geotechnical properties of mine waste. s.n, 1989.

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Piezocone and Cone Penetration Test (CPTu and CPT) Applications in Foundation Engineering. Elsevier, 2020. http://dx.doi.org/10.1016/c2017-0-04195-2.

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Book chapters on the topic "Cone Penetration Test (CPT)"

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Togliani, G. "Is CPT a suitable in situ test for characterizing gravely sands?" In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-170.

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Togliani, G. "Is CPT a suitable in situ test for characterizing gravely sands?" In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-170.

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McCallum, A. B., and G. White. "Estimating bearing capacity of polar snow using the Cone Penetration Test (CPT)." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-152.

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McCallum, A. B., and G. White. "Estimating bearing capacity of polar snow using the Cone Penetration Test (CPT)." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-152.

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Faour, G. A., and K. N. Khouri. "Verification of 3D FEM analysis of ground improvement works using CPT test results." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-139.

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Faour, G. A., and K. N. Khouri. "Verification of 3D FEM analysis of ground improvement works using CPT test results." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-139.

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Shahgholian, Rashid, Cristiana Ferreira, and António Viana da Fonseca. "Correlation between SPT and CPT tests in liquefiable deposits." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-100.

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Hov, S., K. Borgström, and P. Paniagua. "Full-flow CPT tests in a nearshore organic clay." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-63.

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Shahgholian, Rashid, Cristiana Ferreira, and António Viana da Fonseca. "Correlation between SPT and CPT tests in liquefiable deposits." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-100.

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Hov, S., K. Borgström, and P. Paniagua. "Full-flow CPT tests in a nearshore organic clay." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-63.

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Conference papers on the topic "Cone Penetration Test (CPT)"

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Wang, Boyu, Kelvin Tse, and Clifford Phung. "Machine Learning-Based Cone Penetration Test (CPT) Data Interpretation." In The HKIE Geotechnical Division 43rd Annual Seminar. AIJR Publisher, 2023. http://dx.doi.org/10.21467/proceedings.159.4.

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Ground investigations (GI) are essential prior to the design of construction projects. Among the different GI tasks, classifying soils into groups with similar properties is a fundamental geotechnical engineering process. Currently, experienced geotechnical engineers manually conduct soil classification using empirical tables based on laboratory or in-situ tests, which is labor-intensive and time-consuming. This study presents a machine learning (ML)-based approach to inferring soil types based on Cone Penetration Test (CPT) data. To identify an appropriate classification model, three classic
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Xie, Qiang, Yuxia Hu, Mark Cassidy, and Alireza Salehi. "Cone Penetration Test in Stiff Over Soft Clay in Centrifuge Test." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96698.

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Abstract This paper describes a numerical study on soil characterization of stiff over soft clays in centrifuge test using cone penetration test (CPT), especially when the top stiff layer is thin relative to the centrifuge cone size. An extensive parametric study was conducted using large deformation finite element (LDFE) analysis, with the cone penetrating continuously from the soil surface. The LDFE model has been validated against existing physical test data with very good agreement. Since the bottom soft clay was normally thick enough to fully mobilise the ultimate cone resistance, its und
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McCallum, Adrian B., Andy Barwise, and Roi S. Santos. "Is the Cone Penetration Test (CPT) Useful for Arctic Site Investigation?" In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23029.

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A warming Arctic provides increased opportunity for infrastructure development. Although the cone penetration test is used globally for site investigation in unfrozen soils, this discussion paper investigates the use of cone penetration testing to provide in situ data in frozen geomaterials. Historical and contemporary use of cone penetration testing in permafrost, snow, terrestrial ice and sea ice is reviewed, and work conducted across alpine, Arctic and Antarctic environs is considered. Although frozen geomaterials offer challenges to any in situ media assessment, with suitable equipment, co
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Li, R., Á. Leung, A. Yerro, C. Yu, and Z. Jiang. "A Review of Laboratory Cone Penetration Test (CPT) in Unsaturated Soil." In 7th International Conference on Geotechnical and Geophysical Site Characterization. CIMNE, 2024. http://dx.doi.org/10.23967/isc.2024.290.

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Žužul, Petra, and Meho Saša Kovačević. "Development of correlation for estimating maximum soil stiffness via cone penetration test (CPT)." In 6th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2019. http://dx.doi.org/10.5592/co/phdsym.2020.01.

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Apriyono, Arwan, Yanto, Purwanto Bekti Santoso, and Sumiyanto. "Soil classification based on cone penetration test (CPT) data in Western Central Java." In ENGINEERING INTERNATIONAL CONFERENCE (EIC2017): Proceedings of the 6th International Conference on Education, Concept, and Application of Green Technology. Author(s), 2018. http://dx.doi.org/10.1063/1.5028062.

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Shamet, Ryan, Boo Hyun Nam, and David Horhota. "Development of a Sinkhole Raveling Chart Based on Cone Penetration Test (CPT) Data." In National Cave and Karst Research Institute Symposium 7. National Cave and Karst Research Institute, 2018. http://dx.doi.org/10.5038/9780991000982.1038.

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Abu-Farsakh, Murad. "Develop Machine Learning Models to Establish the Load-Settlement Curve of Piles from Cone Penetration Test Data." In Deep Foundations Institute 49th Annual Conference. Deep Foundations Institute, 2024. https://doi.org/10.37308/dfi49.2024970301.

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The evaluation of load-settlement behavior of piles is very crucial in meeting the serviceability criteria for pile analysis and design. The most reliable approach for estimating this behavior can be achieved by conducting pile load tests. However, due to the considerable expense and time requirement of such in-situ testing, the load-transfer methods have been used routinely in practice. In this paper, an alternative tree-based machine learning (ML) modeling is explored to predict the load-settlement behavior of axially loaded single piles from cone penetration test (CPT) data. Two variants of
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Sancio, R. B., L. Brant, and A. Ebrahimi. "Evaluation of Cone Factors for a Marine Clay from Offshore East Africa." In Offshore Technology Conference. OTC, 2024. http://dx.doi.org/10.4043/35033-ms.

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Abstract Cone penetration test (CPT) measurements are commonly used in geotechnical practice to estimate undrained shear strength and preconsolidation stress. Their use requires cone factors which are typically derived through comparison of geotechnical laboratory test data and CPT measurements. Calibrations performed to estimate these cone factors are typically done independently from each other and render constant values for each cone factor, which are independent of vertical effective stress and depth below seafloor. This leads to constant cone factors which may be incompatible within the n
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Xie, Qiang, Yuxia Hu, and Mark J. Cassidy. "Effect of Large Deformation Analysis for Site Investigation Tool - CPT in Layered Soils." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-19099.

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Abstract Cone penetration test (CPT) is regularly used during offshore site investigations to interpret soil stratification and soil characteristics due to its continuous penetration resistance profile. However, its use could be improved if better numerical methods to simulate its penetration could be developed. Finite element (FE) analysis, for instance, has the potential to provide insightful information on soil response and soil flow mechanisms. However, it is challenging to simulate CPT in layered soils, as the soil experiences extremely large strains around the cone and the simulation cos
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Reports on the topic "Cone Penetration Test (CPT)"

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Macedo, Jorge, Paul Mayne, Sheng Dai, et al. Cone Penetration Testing for Illinois Subsurface Characterization and Geotechnical Design. Illinois Center for Transportation, 2024. http://dx.doi.org/10.36501/0197-9191/24-013.

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This project sets the stage for implementing a cone penetration testing (CPT) practice in the state of Illinois, providing recommendations for using and interpreting CPT soundings in subsurface investigations. This study also contributes to modernizing Illinois Department of Transportation (IDOT) policy to current CPT-related practices adopted in other departments of transportation, which is consistent with recommendations from the Federal Highway Administration. Toward the goals of this project, CPT soundings across the nine districts of the state of Illinois have been conducted, and availabl
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2

Niazi, Fawad. CPT-Based Geotechnical Design Manual, Volume 1: CPT Interpretation—Estimation of Soil Properties. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317346.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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3

Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 2: CPT-Based Design of Foundations—Methods. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317347.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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4

Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 3: CPT-Based Design of Foundations—Example Problems. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317348.

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Abstract:
This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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5

Salgado, Rodrigo, and Sungmin Yoon. Dynamic Cone Penetration Test (DCPT) for Subgrade Assessment. Purdue University, 2003. http://dx.doi.org/10.5703/1288284313196.

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6

Salgado, Rodrigo, and Junhwan Lee. Pile Design Based on Cone Penetration Test Results. Purdue University, 1999. http://dx.doi.org/10.5703/1288284313293.

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7

Oliynyk, Kateryna, and Matteo Ciantia. Application of a finite deformation multiplicative plasticity model with non-local hardening to the simulation of CPTu tests in a structured soil. University of Dundee, 2021. http://dx.doi.org/10.20933/100001230.

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In this paper an isotropic hardening elastoplastic constitutive model for structured soils is applied to the simulation of a standard CPTu test in a saturated soft structured clay. To allow for the extreme deformations experienced by the soil during the penetration process, the model is formulated in a fully geometric non-linear setting, based on: i) the multiplicative decomposition of the deformation gradient into an elastic and a plastic part; and, ii) on the existence of a free energy function to define the elastic behaviour of the soil. The model is equipped with two bonding-related intern
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8

Huffman, Andrew. Numerical Simulation of Continuous Cone Penetration and Interpretation of CPTu Dissipation Tests. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.7511.

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9

Salgado, Rodrigo, Monica Prezzi, and Eshan Ganju. Assessment of Site Variability from Analysis of Cone Penetration Test Data. Purdue University, 2015. http://dx.doi.org/10.5703/1288284315523.

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10

Luo, Xiadong, Rodrigo Salgado, and A. Altschaeffl. Cone Penetration Test to Assess the Mechanical Properties of Subgrade Soils. Purdue University, 1998. http://dx.doi.org/10.5703/1288284313162.

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