Relevant bibliographies by topics / Cone penetration test

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'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Cone penetration test"

1

Oberhollenzer, Simon, Michael Premstaller, Roman Marte, Franz Tschuchnigg, Georg H. Erharter, and Thomas Marcher. "Cone penetration test dataset Premstaller Geotechnik." Data in Brief 34 (February 2021): 106618. http://dx.doi.org/10.1016/j.dib.2020.106618.

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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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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 The new charts are based on extensive data available from published and unpublished experience worldwide.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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Schaap, Leo H. J., and Paul M. B. Föhn. "Cone penetration testing in snow." Canadian Geotechnical Journal 24, no. 3 (1987): 335–41. http://dx.doi.org/10.1139/t87-044.

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The application of the electric cone penetrometer test in snow has been investigated and compared with results from the ram penetrometer test, which is normally used for snow profiling and slope stability analysis. A special cone penetrometer system was built consisting of a sensitive 1 cm2 electric cone, depth transducer, and battery-operated chart recorder. The instruments were tested in April 1985 at three different locations in the Swiss Alps and the test results were compared with those of the ram penetrometer tests.The tests yielded repeatable results up to a depth of 4 m with a high res
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Yusa, M., A. Koyama, K. Yamamoto, S. Sutikno, A. Muhammad, and N. Qomar. "Penetration Resistance of Bengkalis’ Peat From Hand Cone Penetration Test." Journal of Physics: Conference Series 1655 (October 2020): 012120. http://dx.doi.org/10.1088/1742-6596/1655/1/012120.

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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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Nickel, Chris, Zhongjie Zhang, and Ching Tsai. "Cone Penetration Test Sounding and Pile Driving." Transportation Research Record: Journal of the Transportation Research Board 2186, no. 1 (2010): 57–66. http://dx.doi.org/10.3141/2186-07.

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POURNAGHIAZAR, M., A. R. RUSSELL, and N. KHALILI. "The cone penetration test in unsaturated sands." Géotechnique 63, no. 14 (2013): 1209–20. http://dx.doi.org/10.1680/geot.12.p.083.

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Lee, Sang Won, Young Shin Lee, Jae Hoon Kim, Yong Woon Bae, and Jong Min Park. "A Study on Penetration Characteristics Test and Analysis of Tungsten Penetrator." Advanced Materials Research 871 (December 2013): 83–88. http://dx.doi.org/10.4028/www.scientific.net/amr.871.83.

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In this paper, the penetration characteristic of tungsten penetrator was studied. Tungsten and aluminum was used as the material of the penetrator and target, respectively. Dimensions of the aluminum target were 100 X 100 X 5 (mm3). The penetrator with cylinder conical tip and flat tip was used in the impact test and simulation. The range of the initial velocity was from 400 to 1600 m/s. The angle of the incidence on the penetrator with cylinder cone tip was 0 ̊. The angle of the incidence on the penetrator with flat tip was 0 ̊, 30 ̊ , 60 ̊ . To obtain results of the simulation, AUTODYN 3D co
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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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Dissertations / Theses on the topic "Cone penetration test"

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Butlanska, Joanna. "Cone penetration test in a virtual calibration chamber." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/279364.

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Cone penetration test (CPT) is a fast and reliable site investigation tool for exploring soils and soft ground. While the interpretation of the test results in clay has advanced considerably from a theoretical and numerical viewpoint that of tests in sands still relies largely on empirical correlations. A major source of such correlations comes from tests done in calibration chambers (CC), where soil state and properties might be tightly controlled. Calibration chambers are relatively large pieces of equipment, and calibration chamber testing is expensive and time consuming. Moreover, CC tests
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Teh, Cee-Ing. "An analytical study of the cone penetration test." Thesis, University of Oxford, 1987. http://ora.ox.ac.uk/objects/uuid:e339b846-021c-4d25-9f56-0f969c77ead2.

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The quasi-static penetration of a cone penetrometer into clay can be formulated as a steady state problem by considering a steady flow of soil past a stationary cone. The soil velocities are estimated from the flow field of an inviscid fluid, and the incompressibility condition is achieved by adopting a stream function formulation. Emphasis is placed on obtaining an accurate velocity estimate and this is accomplished by a solution of the Navier-Stokes equations. The strain rates are evaluated from the flow field using a finite difference scheme. The clay is modelled as a homogeneous incompress
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Eslami, Abolfazl. "Bearing capacity of piles from cone penetration test data." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/nq21000.pdf.

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Walker, James. "Adaptive finite element analysis of the cone penetration test." Thesis, University of Nottingham, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.438553.

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Eid, Walid Khaled. "Scaling effect in cone penetration testing in sand." Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/49849.

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The Cone Penetration Test (CPT) was developed originally in Holland in the 1930’s as a device which provides a small scale model of a pile foundation. Early versions were simple cone points for which the only measurement was the thrust required to push the point through the ground. Over the past 20 years, the cone was standardized to a tip area of 10 cm², and an electrical version was produced, which allows for continuous measurement of the cone tip resistance and sleeve friction along with a computer-based data acquisition system. The electrical cone represents a significant step forward for
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Greig, James William. "Estimating undrained shear strength of clay from cone penetration tests." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25076.

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This paper discusses several proposed methods for estimating undrained shear strength from cone penetration tests. This correlation has been studied in the past, however, most have focussed only on the cone bearing. In addition to discussing these traditional methods, this paper evaluates recently proposed methods of estimating Su from CPT pore pressure data. The results of field vane and cone penetration tests from five lower mainland sites are presented in relation to the different proposed correlation techniques. The results show that there is no unique cone factor for estimating Su from C
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Payoongwong, Chatchawahn. "Field and laboratory studies of the behavior of spread footing for highway bridge construction (HAM-32-0.14)." Ohio : Ohio University, 1997. http://www.ohiolink.edu/etd/view.cgi?ohiou1177085999.

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Cargill, Patrick Ethan. "The influence of friction sleeve roughness on cone penetration test measurements." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/23002.

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Talbot, Michael H. "Dynamic Cone Penetration Tests for Liquefaction Evaluation of Gravelly Soils." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7542.

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Dynamic Cone Penetration Tests for LiquefactionEvaluation of Gravelly SoilsMichael H. TalbotDepartment of Civil and Environmental Engineering, BYUDoctor of PhilosophyIn North American practice, the Becker Penetration Test (BPT) has become the primary field test used to measure penetration resistance of gravelly soils. However, this test is expensive and uncertainties exist regarding correlations and corrections for rod friction. As an alternative, the dynamic penetration test (DPT) developed in China has recently been correlated with liquefaction resistance in gravelly soils. The DPT equipment
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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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Books on the topic "Cone penetration test"

1

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

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Meigh, A. C. Cone Penetration Testing: Methods and Interpretation. Elsevier Science & Technology Books, 2013.

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Teh, Cee-Ing. An analytical study of the cone penetration test. 1987.

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Book chapters on the topic "Cone penetration test"

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Lutenegger, Alan J. "Dynamic Cone Penetration Test (DCP)." In In Situ Testing Methods in Geotechnical Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003002017-3.

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Koreta, O., A. H. Augustesen, L. Krogh, K. Lundvig, and S. Bøtker-Rasmussen. "On the accuracy and precision of the seismic cone penetration test—a field test study on the seismic source." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-19.

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Koreta, O., A. H. Augustesen, L. Krogh, K. Lundvig, and S. Bøtker-Rasmussen. "On the accuracy and precision of the seismic cone penetration test—a field test study on the seismic source." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-19.

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Singh, Anupriya, and Anurag Chafale. "Soil Interpretation—Standard Penetration Test Versus Electric Cone Penetration Test." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-6643-7_30.

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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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Camacho, M. A., C. B. Camacho, and V. H. Miranda. "Numerical modeling of static load test in drilled shaft using CPTu results." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-127.

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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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Lunne, T., R. K. Ghanekar, G. W. Tucker, R. Santos, and L. Krogh. "The revival of multiple pore pressure measurements in the cone penetration test." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-20.

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Lunne, T., R. K. Ghanekar, G. W. Tucker, R. Santos, and L. Krogh. "The revival of multiple pore pressure measurements in the cone penetration test." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-20.

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Conference papers on the topic "Cone penetration test"

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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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Ganju, Eshan, Rodrigo Salgado, and Mônica Prezzi. "Site Variability Characterization Using Cone Penetration Test Data." In Eighth International Conference on Case Histories in Geotechnical Engineering. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482131.016.

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Shamet, Ryan M., Kathy Gray, and Boo Hyun Nam. "Sinkhole Risk Evaluation by a Subsurface Cone Penetration Test." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.049.

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Moss, R. E. S., R. B. Seed, R. E. Kayen, J. P. Stewart, and K. Tokimatsu. "Probabilistic Liquefaction Triggering based on the Cone Penetration Test." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40779(158)23.

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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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Wisaksono, Bambang, Hari Dwi Wahyudi, Heru Suharyadi, and Bintang Ardika. "Soil classification based on static cone penetration test results." In 4TH INTERNATIONAL CONFERENCE ON EARTH SCIENCE, MINERAL AND ENERGY. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0132932.

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Fujikata*, R., K. Tani, and S. Nomura. "Improvement of Apparatus for Sampling and Cone Penetration Test." In 7th International Conference on Geotechnical and Geophysical Site Characterization. CIMNE, 2024. http://dx.doi.org/10.23967/isc.2024.039.

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Ahmed, Sayed M. "Correlating the Shear Wave Velocity with the Cone Penetration Test." In The 2nd World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2017. http://dx.doi.org/10.11159/icgre17.155.

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Karaoulis, M., P. Vos, S. de Vries, M. de Kleine, P. Kruiver, and P. Tsourlos. "Using Cone Penetration Test Information to Constrain Marine ERT Inversion." In 24th European Meeting of Environmental and Engineering Geophysics. EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201802573.

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Gamez, J., and S. Olson. "Cone Penetration Test-Based Correlations to Forecast Critical State Parameters." In 7th International Conference on Geotechnical and Geophysical Site Characterization. CIMNE, 2024. http://dx.doi.org/10.23967/isc.2024.032.

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Reports on the topic "Cone penetration test"

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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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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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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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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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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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Updike, R. G., and C. A. Ulery. A geotechnical cross section for downtown Anchorage using the electric-cone-penetration test. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/2402.

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Woeller, D. J., J. L. Luternauer, and J. A. Hunter. Presentation and interpretation of seismic cone penetration test data, Fraser River delta, British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1993. http://dx.doi.org/10.4095/184216.

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Deaton and Frost. L51571 Pipe-Soil Interaction Tests on Sand and Soft Clay. Pipeline Research Council International, Inc. (PRCI), 1987. http://dx.doi.org/10.55274/r0010291.

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This project was performed to establish a basis for developing pipe-soil interaction models suitable for PRCI's pipeline design program: "PIPEDYN". Full-scale pipe-soil tests on loose and dense sand and soft clay were performed at the Norwegian Hydrotechnical Laboratory, affiliated with SINTEF. The program tested soil resistance to lateral motions of full-scale (0.5 m and 1.0 m OD) pipe sections on loose and dense sand and soft clay. A test rig was used with a soil flume 12.5 m long, 1.8 m wide, and 0.6 m high, and containing 13.5 m3 of sand or soft clay. Three control signals were applied to
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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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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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