Relevant bibliographies by topics / Dynamic cone penetration test

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

Academic literature on the topic 'Dynamic cone penetration test'

Author: Grafiati
Published: 5 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Dynamic cone penetration test"

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Shan, Mei, Bin Yang, Ping Wu, and Si Hao Mo. "The Influence Factors Analysis on Heavy Cone Dynamic Penetration Test Method to Geotechnical Exploration in Gravel Soils." Advanced Materials Research 671-674 (March 2013): 315–22. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.315.

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The cone dynamic penetration test is a kind of test method, which has the features of simple device, easy operation, great adaptability, high efficiency and it also is a continuous in-situ test method. But in the common geotechnical exploration activities, we found that bearing capacity of foundation is always larger than the measured value, by analysis to the blow count of cone dynamic penetration in the standard table. This article set the gravel soil geotechnical exploration of Guangxi province’s city planning exhibition center of China as the example, to start with the theory of cone dynam
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LeBlanc, Anne-Marie, Richard Fortier, Michel Allard, Calin Cosma, and Sylvie Buteau. "Seismic cone penetration test and seismic tomography in permafrost." Canadian Geotechnical Journal 41, no. 5 (2004): 796–813. http://dx.doi.org/10.1139/t04-026.

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Two high-resolution multi-offset vertical seismic profile (VSP) surveys were carried out in a permafrost mound near Umiujaq in northern Quebec, Canada, while performing seismic cone penetration tests (SCPT) to study the cryostratigraphy and assess the body waves velocities and the dynamic properties of warm permafrost. Penetrometer-mounted triaxial accelerometers were used as the VSP receivers, and a swept impact seismic technique (SIST) source generating both compressional and shear waves was moved near the surface following a cross configuration of 40 seismic shot-point locations surrounding
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Nguyen, Phong Van. "Research on the application of dynamic cone penetration test in evaluating the effectiveness of soft soil treatment in some areas of Hai Duong province, Vietnam." Journal of Mining and Earth Sciences 66, no. 1 (2024): 9–20. https://doi.org/10.46326/jmes.2025.66(1).02.

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In soft soil treatment, assessing the quality of on-site treatment is very important. Common field testing methods used in Vietnam include Cone Penetration Testing (CPT), Standard Penetration Testing (SPT), and Field Vane Testing (FVT). Dynamic cone penetration testing (DCP) testing is a simple and portable field method that allows for the assessment of soil homogeneity, density, or state and the determination of some physical and mechanical properties of the soil. This paper analyzes and systematizes the content, subjects, and requirements for evaluating the quality of soft ground treatment.
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Bagińska, Irena. "Comparative Analysis of Cone Resistances in Cone Penetration Test (CPTu) and Dynamic Probe Heavy Test (DPH)." Geotechnical and Geological Engineering 38, no. 5 (2020): 5269–78. http://dx.doi.org/10.1007/s10706-020-01362-x.

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Livneh, Moshe. "Friction Correction Equation for the Dynamic Cone Penetrometer in Subsoil Strength Testing." Transportation Research Record: Journal of the Transportation Research Board 1714, no. 1 (2000): 89–97. http://dx.doi.org/10.3141/1714-12.

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Extensive experience gained with the dynamic cone penetrometer (DCP) in Israel has led to some modifications in both the testing apparatus and the testing procedure. One such modification is introduction of a theoretical corrective equation when the penetration is not performed vertically in order to isolate the skin friction that develops along the penetrating rod, which significantly affects DCP values. For this purpose, the torque moment is measured at various penetration depths by the same technique applied for the well-known Vane test. This corrective equation is then modified in light of
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Du, Guang Qian, Chang Zhi Zhu, and Xi Ping Zhang. "Experimental Study on Dynamic Consolidation Method to Improve Saturated Soft Soil Foundation." Applied Mechanics and Materials 188 (June 2012): 45–48. http://dx.doi.org/10.4028/www.scientific.net/amm.188.45.

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A new technology of dynamic compaction method is successfully used to reinforce the saturated soft soil foundation. The field monitoring laws of lateral displacement of the foundation after dynamic compaction, the increasing and dissipation regularity of the excess pore water pressure are analyzed and discussed. The improvement effect is verified by static cone penetration test and loading test. The determination methods of effective reinforcement depth after dynamic compaction are put forward. The practice shows that, by field-testing methods, such as static cone penetration test and pore wat
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Schepers, W., and D. Kulke. "Cone penetration tests and dynamic soil properties." Journal of Physics: Conference Series 2647, no. 25 (2024): 252005. http://dx.doi.org/10.1088/1742-6596/2647/25/252005.

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Abstract Current standards like ISO 14837-32:2015 and DIN EN 1998-1/NA:2021 as well as prEN 1997-2:2022 allow for using correlations between the results of in-situ soil penetration tests and shear wave velocity (or shear modulus) to determine soil properties to be used in dynamic analyses. While the ISO and prEN standards even provide some recommendations on specific correlations to be used, the DIN standard does not. Due to the statistical nature of such correlations their general applicability has to be verified. We collected data sets from test sites from Germany as well as New Zealand at w
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Kim, Sang Yeob, Jong-Sub Lee, Dong-Ju Kim, and Yong-Hoon Byun. "Comparative Study on Estimation Methods of Dynamic Resistance Using Dynamic Cone Penetrometer." Sensors 21, no. 9 (2021): 3085. http://dx.doi.org/10.3390/s21093085.

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Dynamic resistance, which can be used to express strength in the unit of stress and improve the reliability of the dynamic cone penetration test (DCPT), has been estimated by numerous methods. This study aims to compare different dynamic resistance estimation methods by using an instrumented dynamic cone penetrometer (IDCP). DCPTs are conducted using a standard dynamic cone penetrometer (DCP) and IDCP in the laboratory and field. Dynamic responses are obtained from the strain gauges and an accelerometer installed at the cone tip of the IDCP. The test results show that dynamic resistance is mor
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Li, Zhi Zhong, Lian Sheng Tang, Yong Qiang Hu, Zhao Yuan Li, and Pei Yuan Lin. "A New Estimation Method for Penetration Depth of Displacement Pile Based on a New Type Cone Penetration Test." Applied Mechanics and Materials 90-93 (September 2011): 234–44. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.234.

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It is of significance for pile foundation design and construction to predict the penetration depth accurately of the displacement pile under a fixed pressure. A new type cone penetrometer and corresponding exploration methods are developed through increasing weight of the device, enhancing the strength of probing rod and probe, and embedding a new function on measuring the total penetration resistance. Not only applied appropriately to various strata except for pebble bed, functions such as the total penetration resistance determination, soil layer classification and soil compression modulus a
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Jiang, Dong Hai, Zhang Li, Nai Jian Ji, and Yuan Yuan Hu. "Corrected Cone Penetration Test Method for Predicting the Load Capacity of Single Pile." Advanced Materials Research 243-249 (May 2011): 2435–38. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2435.

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Based on the end bearing capacity and friction capacity obtained from high strain dynamic test, an adjusted equation was provided to calculate the pile load capacity. The equation was corrected again by pile load test results. Therefore, a suggested equation was finally established. Practical experience showed that, the corrected equation of cone penetration test method to estimate the load capacity of single pile performed better than that in the national code.
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Dissertations / Theses on the topic "Dynamic cone penetration test"

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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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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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Diemer, Francielle. "Caracterização da resistência de um solo tropical a partir do ensaio de penetração dinâmica de cone com energia variável (panda)." Universidade Federal de Goiás, 2014. http://repositorio.bc.ufg.br/tede/handle/tede/4364.

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Submitted by Erika Demachki (erikademachki@gmail.com) on 2015-03-26T18:02:39Z No. of bitstreams: 2 Dissertação - Francielle Diemer - 2014.pdf: 13400647 bytes, checksum: f1a5d38d2e6c6298ee648ff2cf652ac3 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)<br>Approved for entry into archive by Erika Demachki (erikademachki@gmail.com) on 2015-03-26T19:27:34Z (GMT) No. of bitstreams: 2 Dissertação - Francielle Diemer - 2014.pdf: 13400647 bytes, checksum: f1a5d38d2e6c6298ee648ff2cf652ac3 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5
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Liao, Tianfei. "Post processing of cone penetration data for assessing seismic ground hazards, with application to the New Madrid seismic zone." Diss., Available online, Georgia Institute of Technology, 2005, 2005. http://etd.gatech.edu/theses/available/etd-05042005-133640/.

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Thesis (Ph. D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2006.<br>Mayne, Paul W., Committee Chair ; Goldsman, David, Committee Member ; Lai, James, Committee Member ; Rix, Glenn J., Committee Member ; Santamarina, J. Carlos, Committee Member.
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McGillivray, Alexander Vamie. "Enhanced Integration of Shear Wave Velocity Profiling in Direct-Push Site Characterization Systems." Diss., Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/19714.

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Enhanced Integration of Shear Wave Velocity Profiling in Direct-Push Site Characterization Systems Alexander V. McGillivray 370 Pages Directed by Dr. Paul W. Mayne Shear wave velocity (VS) is a fundamental property of soils directly related to the shear stiffness at small-strains. Therefore, VS should be a routine measurement made during everyday site characterization. There are several lab and field methods for measuring VS, but the seismic piezocone penetration test (SCPTu) and the seismic dilatometer test (SDMT) are the most efficient means for profiling the small-strain stiffness in addi
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Žaržojus, Gintaras. "Dinaminio zondavimo rezultatų ir juos įtakojančių veiksnių analizė bei sąsajos su statinio zondavimo duomenimis Lietuvos gruntuose." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2010. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20101230_094020-91165.

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Disertacijos objektas yra Lietuvos teritorijoje slūgsantys gruntai, kurie gali būti statinių pamatų pagrindu. Disertacijoje nagrinėjama grunto tyrimo dinaminiu (DPT) ir statiniu (CPT) zondavimu rezultatų interpretacija, tiesioginio (smūgių skaičiaus (Nx)) ir išvestinio (dinaminės kūgio smigos (qd)) DPT rodiklių patikimumas, analizuojami rezultatus įtakojantys veiksniai ir sąsajos tarp DPT bei CPT zondavimo rodiklių. Duomenų analizė atlikta matematiniais statistiniais metodais, taip pat panaudojant analitinius ir empirinius sprendinius. Išnagrinėjus skaičiavimo duomenis buvo nustatyta, kad neti
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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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Books on the topic "Dynamic cone penetration test"

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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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Sy, Alex. Dynamic performance of the Becker hammer drill and penetration test. Dept. of Civil Engineering, University of British Columbia, 1992.

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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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Book chapters on the topic "Dynamic 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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Cavallaro, A. "Dynamic characteristics of the soils by Cone Penetration Tests (CPT)." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-41.

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Cavallaro, A. "Dynamic characteristics of the soils by Cone Penetration Tests (CPT)." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-41.

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Dominijanni, A., M. Gabassi, A. Minardi, and S. Pavan. "The use of dynamic probing tests and cone penetration tests to verify the effectiveness of expanding polyurethane resin injections for ground improvement." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-135.

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Dominijanni, A., M. Gabassi, A. Minardi, and S. Pavan. "The use of dynamic probing tests and cone penetration tests to verify the effectiveness of expanding polyurethane resin injections for ground improvement." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003308829-135.

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Sharma, Meghna, and Neelima Satyam. "Model Scale Application of Biomineralization Technique: Dynamic Cone Penetration Test and Calcite Content." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2704-9_21.

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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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Bhaskar, Anchal, Stefan Kreiter, Dina Al-Sammarraie, and Tobias Mörz. "Effect of dynamic pile driving parameters on vibratory penetration." In Cone Penetration Testing 2022. CRC Press, 2022. http://dx.doi.org/10.1201/9781003329091-122.

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Conference papers on the topic "Dynamic cone penetration test"

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Stefanak, Jan. "DEVELOPMENT OF CORRELATIONS FOR DYNAMIC PENETRATION TEST AND CONE PENETRATION TEST FOR MORE EFFECTIVE DESIGN OF TRAFFIC STRUCTURES." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/1.3/s03.029.

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Escobar, E., M. Benz, R. Gourvès, and P. Breul. "Dynamic cone penetration tests in granular media: Determination of the tip's dynamic load-penetration curve." In POWDERS AND GRAINS 2013: Proceedings of the 7th International Conference on Micromechanics of Granular Media. AIP, 2013. http://dx.doi.org/10.1063/1.4811949.

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Hajduk, Edward L., Bryan T. Shiver, and Jiewu Meng. "A Comparison of the Sowers Dynamic Cone Penetrometer Test with Cone Penetration and Flat Blade Dilatometer Testing." In Geo-Denver 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40906(225)13.

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Kelevišius, Kęstutis, and Gintaras Žaržojus. "Initial DPSH Soil Test Results with Accelerometer Installed in the Probe Cone." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.016.

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Dynamic penetration test (DPSH) is one of the large amount of soil in-situ tests are known. In world practice, this method usually used for granular soil investigations although it could be applied in cohesive soils. Correlation of received DPSH test results with soil properties is complex and often not reliable. Especially it becomes obvious after application in cohesive soil analysis. In most cases, correlation depends on soil response to dynamic cone penetration and deformation of dynamic sounding equipment. Measurement of cone accelerations allows precisely evaluate loss of hammer energy,
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Rollins, Kyle M., Michael Talbot, and T. Leslie Youd. "Evaluation of Dynamic Cone Penetration Test for Liquefaction Assessment of Gravels from Case Histories in Idaho." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481455.022.

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Nakazawa, Hiroshi, Toshio Takagi, Hisao Hayashi, and Koichi Nagao. "Evaluation of in-situ saturation condition using dynamic cone penetration tests." In The 13th SEGJ International Symposium, Tokyo, Japan, 12-14 November 2018. Society of Exploration Geophysicists and Society of Exploration Geophysicists of Japan, 2019. http://dx.doi.org/10.1190/segj2018-071.1.

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Styler, Mark A., John Rogie, and Ilmar Weemees. "Selecting Moduli Reduction and Damping Curves Based on Cone Penetration Test Soil Behaviour Type." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481486.052.

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Mohapatra, Debasis, Saeideh Mohammadi, Maarit Saaresma, Joonas Virtasalo, and Wojciech Sołowski. "Numerical simulation of in-situ free fall cone penetrometer tests using the material point method." In UK Association for Computational Mechanics Conference 2024. Durham University, 2024. http://dx.doi.org/10.62512/conf.ukacm2024.101.

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This paper proposes a numerical framework to simulate in-situ free fall cone penetration tests conducted on soft and sensitive marine clay. First, the free fall cone penetration tests are carried out at an offshore site in the northern part of the Gulf of Finland, Baltic Sea. The numerical simulation employs the Generalized Interpolation Material Point Method to replicate the process of indentation of the cone penetrometer into the clay. The clay is modelled using an advanced constitutive model that considers the effect of strain rate and strain softening associated with the dynamic penetratio
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Jiang, Zhiyan, and Jeramy C. Ashlock. "Prediction of Three-Dimensional Dynamic Soil-Pile Group Interaction in Layered Soil by Boundary Element Analysis and Seismic Cone Penetration Tests." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481479.025.

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Holland, Joseph P., Yesenia Tanner, Phillip A. Schinetsky, Semih Olcmen, and Stanley Jones. "On the Penetrator Nose Drag Measurements." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25074.

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In the current study, a rigid body penetrator nose shape that is optimized for minimum penetration drag [1] has been tested to determine the aerodynamic drag of such a penetrator in comparison to three additional nose shapes. Other nose shapes tested were an ogive cylinder, a 3/4 power series nose, and a standard cone. Fineness ratio for the studied nose geometries was chosen as l/d = 1 to maximize variation of the aerodynamic drag forces acting on the nose shapes. This paper discusses the measurements carried out in the University of Alabama’s 6″ × 6″ supersonic wind tunnel, using a 4 compone
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Reports on the topic "Dynamic 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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Kim, Hobi, Monica Prezzi, and Rodrigo Salgado. Use of Dynamic Cone Penetration and Clegg Hammer Tests for Quality Control of Roadway Compaction and Construction. Purdue University, 2011. http://dx.doi.org/10.5703/1288284314246.

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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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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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Berney, Ernest, Jami Lynn Daugherty, and Lulu Edwards. Validation of the automatic dynamic cone penetrometer. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44704.

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The U.S. military requires a rapid means of measuring subsurface soil strength for construction and repair of expeditionary pavement surfaces. Traditionally, a dynamic cone penetrometer (DCP) has served this purpose, providing strength with depth profiles in natural and prepared pavement surfaces. To improve upon this device, the Engineer Research and Development Center (ERDC) validated a new battery-powered automatic dynamic cone penetrometer (A-DCP) apparatus that automates the driving process by using a motor-driven hammering cap placed on top of a traditional DCP rod. The device improves u
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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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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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Acosta, Jaime C., Scott Freeman, and Felipe Sotelo. A Scalable and Dynamic Testbed for Conducting Penetration-Test Training in a Lab Environment. Defense Technical Information Center, 2015. http://dx.doi.org/10.21236/ada615847.

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