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Journal articles on the topic 'Dynamic cone penetration test'

Author: Grafiati

Published: 5 June 2025

Last updated: 15 July 2025

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Mohd Nazer, Nor Shahidah, Ahmed Mohamed Kotb Shahin, Azlan Shah Nerwan Shah, Thian Lai Goh, Mohd Rozi Umor, and Mohamad Anuri Ghazali. "The Prediction of Landslide Slip Surface Based on the Correlation Between Relative Density and Dynamic Cone Penetration Test." Sains Malaysiana 52, no. 9 (2023): 2645–55. http://dx.doi.org/10.17576/jsm-2023-5209-14.

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Relative density is one of the most important properties indicating the strength and state of compaction of the soil. The dynamic cone penetration test is considered one of the fastest field tests for evaluating the relative strength of soil layers, including density. In this study, an attempt is made to correlate the relative density of the landslide soil with the dynamic cone penetration results. The aim of this study was to delineate the boundary between moving and in-situ soil for the prediction of slip surfaces and finally to conceptualise the underlying mechanism behind the initiation of

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12

ABUEL-NAGA, H. M., M. HOLTRIGTER, and M. J. PENDER. "Simple method for correcting dynamic cone penetration test results for rod friction." Géotechnique Letters 1, no. 3 (2011): 37–40. http://dx.doi.org/10.1680/geolett.11.00012.

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13

Kameistu, Ponsianus, Eka Priadi, and Slamet Widodo. "CORRELATION OF BASED SOIL CARRYING CAPACITY RESULTS OF CONE PENETRATION TEST, DYNAMIC CONE PENETROMETER (DCP), PLATE BEARING TEST, AND HAND PENETROMETER." Jurnal Teknik Sipil 23, no. 3 (2023): 318. http://dx.doi.org/10.26418/jts.v23i3.64107.

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Several testing methods can be carried out in testing the bearing capacity of the soil, such as soil test testing, hand penetrometer, dynamic cone penetrometer, plate bearing test, and others. In addition to direct testing in the field, testing can also be carried out in the laboratory. The purpose of this study is to determine how much the correlation results of the 4 (four) test methods are to provide efficient results in data collection in the field. The location of research was carried out in Sekadau Regency, Sekadau Hilir District. The Sports Stadium Complex Development Plan has carried o

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14

Rejšek, K., J. Buchar, VaníčekI, L. Hromádko, V. Vranová, and K. Marosz. "Results of dynamic penetration test – an indicator of the compaction of surface soil horizons by forestry machinery." Journal of Forest Science 57, No. 10 (2011): 439–50. http://dx.doi.org/10.17221/4/2011-jfs.

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&nbsp; The objective of research was, on the basis of the exactly predefined input parameters of upper soil horizons of selected forest soils, to perform accurate measurements of the impact of soil loading by tested forestry machinery using the dynamic penetration test. The measurements by the dynamic penetration test in conditions changed by the wheel traffic of forestry mechanization were performed at three localities of the Křtiny Training Forest Enterprise, Masaryk Forest, a special-purpose facility of Mendel University in Brno. The dynamic penetration test was performed with a lightwe

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15

Mahmoud, Mahmoud, David Woeller, and Peter K. Robertson. "Detection of shear zones in a natural clay slope using the cone penetration test and continuous dynamic sampling." Canadian Geotechnical Journal 37, no. 3 (2000): 652–61. http://dx.doi.org/10.1139/t99-129.

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The detection of shear zones along which a mass of soil is moving is essential for understanding the state of stability of natural slopes. Weaker zones in clay soils can be identified from low values of cone penetration test (CPT) tip resistance measured during penetration. This paper presents a case history illustrating the identification of softened shear zones in clay soils using the CPT and the observation of shear surfaces using continuous dynamic sampling (CDS). The analysis and interpretation of the CPT data are discussed in relation to the detection of shear surfaces using the CDS at a

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16

Eslami, Abolfazl, Masoud Nobahar, and Mohammad Esmailzade. "Static and Dynamic Cone Penetrometer Tests for Babolsar Sand Parameters via Physical Modeling." Geotechnics 4, no. 3 (2024): 966–84. http://dx.doi.org/10.3390/geotechnics4030049.

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Field tests are the most suitable method to determine geotechnical parameters. Owing to some restrictions in field tests, physical modeling has been widely accepted as a proper method to define mathematical correlations among geotechnical parameters. This study investigates correlations between parameters derived from cone penetrometer tests. The tests were performed in a cylindrical chamber with a height and diameter of 1000 mm to minimize the boundary effect. Coastal poorly graded sand sampled from the Babolsar region, adjacent to the Caspian Sea, was used. Some correlations among geotechnic

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17

Hanna, A. W., G. Ambrosii, and A. D. McConnell. "Investigation of a coarse alluvial foundation for an embankment dam." Canadian Geotechnical Journal 23, no. 2 (1986): 203–15. http://dx.doi.org/10.1139/t86-030.

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Investigation of the coarse alluvial foundation for the Pichi Picun Leufu embankment dam is described and evaluated. Direct and indirect investigation methods are compared and an assessment is made of their relative adequacy in order to gain a realistic understanding of foundation conditions. Indirect methods—dynamic cone penetration testing and shear wave velocity measurement—calibrated by comparative testing in a test embankment, have been found to provide a satisfactory means of evaluating the density of thick alluvial deposits below the water table. Relationships of relative density, penet

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18

Xu, Yao, Shu Cai Li, Xiao Zhang, Bin Yan, and Chun Mei Zhu. "Dynamic Consolidation Test Study on Silt and Silt Soil." Applied Mechanics and Materials 90-93 (September 2011): 537–41. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.537.

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A dynamic consolidation model of double layered foundation of saturated soil and unsaturated soil is proposed. Mechanism of dynamic compaction treating on double layered foundation is studied by the model. On the base of the mechanism a new technology called soil-mound dynamic consolidation can be applied to treat the ground of saturated silt and silty clay with high groundwater level. The water-pore pressure test, static cone penetration test, settlement plate test are applied to evaluate that of the new technology with different construction parameters. The treatment effect is more remarkabl

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19

Puppala, Anand J., Yalcin B. Acar, and Mehmet T. Tumay. "Low Strain Dynamic Shear Modulus of Cemented Sand from Cone Penetration Test Results." Transportation Research Record: Journal of the Transportation Research Board 1548, no. 1 (1996): 60–66. http://dx.doi.org/10.1177/0361198196154800109.

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Low strain dynamic shear modulus property is generally used to subclassify soil strata, determine elastic settlements under geotechnical structures, and characterize the dynamic nature of soils. Several methods to interpret the dynamic shear modulus of sands from in situ friction cone test results have been developed. These methods used calibration chamber test data of clean sands. Therefore, these methods are not valid for interpreting the shear modulus of cemented sands. Introduced here is an interpretation method to estimate the shear modulus of cemented sand. Thirty-seven friction cone pen

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20

Steiner, Alois, Achim J. Kopf, Jean-Sebastien L’Heureux, et al. "In situ dynamic piezocone penetrometer tests in natural clayey soils — a reappraisal of strain-rate corrections." Canadian Geotechnical Journal 51, no. 3 (2014): 272–88. http://dx.doi.org/10.1139/cgj-2013-0048.

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Cone penetration testing with pore pressure measurement (CPTU) is a cost- and time-efficient way of collecting in situ geotechnical parameters of near-surface marine soils for cable and pipeline tracks, offshore foundations, and geohazard identification. The measured dynamic CPTU parameters (cone penetration resistance, sleeve friction, pore pressure) are higher than the measured static CPTU parameters. This mismatch is caused by the different penetration rates used for dynamic and static CPTU tests (dynamic tests have up to 500 times higher penetration rates than the static tests; i.e., with

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21

Kim, Uk-Gie, Li Zhuang, and Kwang-Wu Lee. "Development of Advanced Dynamic Cone Penetration Test Apparatus and Its Application Performance Evaluation." Journal of the Korean Geosynthetic Society 13, no. 4 (2014): 119–31. http://dx.doi.org/10.12814/jkgss.2014.13.4.119.

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22

Li, Qian, Chuan Tang, Le Fu, et al. "Practice Research on Wet-Collapsible Loess Foundation Treatment by High Energy Dynamic Compaction." Applied Mechanics and Materials 204-208 (October 2012): 635–39. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.635.

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A systematic and comprehensive study on the design, construction and testing of large scale of Ⅲ～Ⅳ grade wet-collapsible loess foundation treatment by 8000 kN•m high energy dynamic compaction is done in this paper. Effect on the treatment for collapsible loess foundation by dynamic compaction is analyzed through Rayleigh wave velocity test, standard penetration test, lab soil test and static cone penetration test. By comparison with physical and mechanical properties index of the foundation soil without dynamic compaction treatment, the effective reinforcement depth, the elimination of collaps

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23

Arbianto, Reki, Teguh Yuono, and G. Gunarso. "Comparison of California Bearing Ratio (CBR) Value Based on Cone Penetration Test (CPT) and Dynamic Cone Penetrometer (DCP)." Journal of Advanced Civil and Environmental Engineering 4, no. 2 (2021): 70. http://dx.doi.org/10.30659/jacee.4.2.70-78.

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In civil engineering, land is important because as a place for building infrastructure to be built, so that the building infrastructure on it is stable, adequate carrying capacity is needed. The amount of soil bearing capacity can be determined in several ways, including the California Bearing Ratio (CBR) Field Test, Cone Penetration Test (CPT) and Dynamic Cone Penetrometer (DCP). The CBR and DCP tests are often used to determine the level of surface soil density on road structures, while CPT is usually used to determine the hard soil layer on the building structure. However, in certain situat

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24

Halala, Yitagesu, Samuel Tafesse, and Henok Teferi. "The Use of Dynamic Cone Penetrometer to Predict California Bearing Ratio Value of Subgrade Soils." American Journal of Civil Engineering 12, no. 5 (2024): 169–77. http://dx.doi.org/10.11648/j.ajce.20241205.12.

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California Bearing Ratio (CBR) is an indirect method mostly used to investigate the strength of subgrade material for highway design. The CBR of subgrade materials can be determined from costly and time-taking laboratory or in situ CBR tests. These limitations suggest the need for an easy and low-cost in situ direct method to estimate the CBR of subgrade materials. Dynamic cone penetration (DCP) is easy, quick, and economical in situ test in geotechnical uses. However, the use of DCP test to evaluate the CBR of subgrade material is condition specific i.e., local conditions should be considered

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25

Schönauer, Marian, Stephan Hoffmann, Joachim Maack, Martin Jansen, and Dirk Jaeger. "Comparison of Selected Terramechanical Test Procedures and Cartographic Indices to Predict Rutting Caused by Machine Traffic during a Cut-to-Length Thinning Operation." Forests 12, no. 2 (2021): 113. http://dx.doi.org/10.3390/f12020113.

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Timber harvesting operations using heavy forest machinery frequently results in severe soil compaction and displacement, threatening sustainable forest management. An accurate prediction of trafficability, considering actual operating conditions, minimizes these impacts and can be facilitated by various predictive tools. Within this study, we validated the accuracy of four terramechanical parameters, including Cone Index (MPa, Penetrologger), penetration depth (cm, Penetrologger), cone penetration (cm blow−1, dual-mass dynamic cone penetrometer) and shear strength (kPa, vane meter), and additi

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26

Zhu, Yusen, Zhiqiang Zhang, Xiuqing Yang, et al. "Adaptive Penetration Unit for Deep-Sea Sediment Cone Penetration Testing Rigs: Dynamic Modeling and Case Study." Water 17, no. 8 (2025): 1159. https://doi.org/10.3390/w17081159.

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The reliability and continuity of data are key issues in deep-sea sediment cone penetration testing. Cone penetration testing employs static force to uniformly insert rods into sediment, a process crucial for assessing its mechanics and layering. The clamping manipulator can perform this operation while accommodating sediment sensors of varying types and sizes. However, its requirement to reset post-penetration creates zero-velocity points that diminish test continuity and should be minimized. To address these limitations, this paper proposes a load-adaptive sediment rig that minimizes zero-ve

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27

Siddiki, Nayyar Zia, Athar Khan, Daehyeon Kim, and Travis Cole. "Use of in Situ Tests in Compaction Control of a Bottom Ash Embankment." Transportation Research Record: Journal of the Transportation Research Board 2045, no. 1 (2008): 10–18. http://dx.doi.org/10.3141/2045-02.

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Since 1994, the Indiana Department of Transportation has constructed numerous recycled materials projects that use bottom ash, fly ash, foundry sand, crushed glass, and tire shreds in transportation facilities. All these projects were constructed in accordance with procedural specifications based on conventional compaction control tests such as the nuclear gauge. However, the nuclear gauge does not give accurate density and moisture content results because of the presence of numerous elements in recycled materials. In addition, sand cone tests are cumbersome and time-consuming. There is a need

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28

Uchaipichat, Anuchit. "Correlation between Unconfined Compressive Strength and Penetration Index Obtained from DCP Tests for Cemented Lateritic Soils." Key Engineering Materials 814 (July 2019): 399–403. http://dx.doi.org/10.4028/www.scientific.net/kem.814.399.

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This paper presents the relationship between the dynamic cone penetration (DCP) test results and the unconfined compressive strength of lateritic cemented soils. A series of DCP tests and unconfined compressive strength was performed on lateritic cemented soil. The soils sample used in this study was lateritic soil. The test results for the DCP tests are presented in terms of penetration index. It can be observed that the penetration index decreased with increasing curing period and cement content. Moreover, the unconfined compressive strength of cemented soils increased with curing period and

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29

Surajit, Ghoshal, S. Dedalal S., and C. Lahiri S. "Comparative study on the geographical, physical and engineering properties of soils of West Bengal. Part-II : Field test (experimental methods) working equations and engineering properties of soils of North Bengal." Journal of Indian Chemical Society Vol. 86, Jul 2009 (2009): 703–10. https://doi.org/10.5281/zenodo.5814137.

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Department of Chemistry, Kalyani University, Kalyani-741 235. West Bengal, India Soil Mechanics Section, River Research Institute, West Bengal, P.O. HRRI, Nadia, West Bengal, India Emeritus Fellow, AICTE, Kalyani Government Engineering College, Kalyani-741 235, West Bengal, India <em>E-mail</em> : sujitclahiri@yahoo.com <em>Manuscript received 10 December 2007, revised 27 February 2009, accepted 19 March 2009</em> The experimental methods for the determination of mechanical properties of soils based on field tests, the basic equations for the determination of the design values of the bearing c

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30

王, 海南. "Application of Dynamic Penetration (DPT) and Dynamic Cone Penetrometer (DCP) Test in Soft Foundation Dredging Construction of Roads." Open Journal of Transportation Technologies 14, no. 01 (2025): 172–84. https://doi.org/10.12677/ojtt.2025.141018.

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31

Lin, L., S. Li, X. L. Liu, and W. W. Chen. "Prediction of relative density of carbonate soil by way of a dynamic cone penetration test." Géotechnique Letters 9, no. 2 (2019): 154–60. http://dx.doi.org/10.1680/jgele.18.00165.

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32

Rollins, Kyle M., Jashod Roy, Adda Athanasopoulos-Zekkos, Dimitrios Zekkos, Sara Amoroso, and Zhenzhong Cao. "A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils." Journal of Geotechnical and Geoenvironmental Engineering 147, no. 12 (2021): 04021141. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002686.

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Kim, Jinoh, Garam Kim, and Junhwan Lee. "Dynamic p-y analysis method based on cone penetration test results for monopiles in sand." Soil Dynamics and Earthquake Engineering 163 (December 2022): 107503. http://dx.doi.org/10.1016/j.soildyn.2022.107503.

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34

Abu-Farsakh, Murad Y., Munir D. Nazzal, Khalid Alshibli, and Ekram Seyman. "Application of Dynamic Cone Penetrometer in Pavement Construction Control." Transportation Research Record: Journal of the Transportation Research Board 1913, no. 1 (2005): 53–61. http://dx.doi.org/10.1177/0361198105191300106.

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A comprehensive testing program was conducted to evaluate the potential use of the dynamic cone penetrometer (DCP) in the quality control–quality assurance procedure during the construction of pavement layers and embankments. The laboratory tests were conducted on different materials prepared inside two test boxes measuring 1.5 m x 0.9 m x 0.9 m (5 ft x 3 ft x 3 ft) located at the Louisiana Transportation Research Center (LTRC). The field tests were performed on different highway sections in Louisiana. In addition, nine test sections were constructed and tested at the pavement research facilit

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35

Žaržojus, Gintaras, and Kastytis Dundulis. "Problems of Correlation between Dynamic Probing Test (DPSH) and Cone Penetration Test (CPT) for Cohesive Soils of Lithuania." Baltic Journal of Road and Bridge Engineering 5, no. 2 (2010): 69–75. http://dx.doi.org/10.3846/bjrbe.2010.10.

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36

Liu, Jian Kun, Jian Hong Fang, Yong Feng Hou, and Jun Hua Xiao. "The Correlation of Dynamic Cone Penetration Blow Count of Wind Carried Sand vs. Surface Wave Velocity in West Bank of Qinghai Lake." Applied Mechanics and Materials 212-213 (October 2012): 457–60. http://dx.doi.org/10.4028/www.scientific.net/amm.212-213.457.

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Based on a test of wind carried sand roadbed in the west bank of Qinghai Lake, Rayleigh wave method is introduced to measure roadbed compactness of the specific soil in China, and analysis is conducted to find correlation of Rayleigh wave velocity (VR) vs. the blow count (N10) of dynamic cone penetration, then a regression formula is presented.

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37

SHIGETOMI, Takeshi, and Toshinor YASUZATO. "Evaluation of habitat of Phragmites australis with the simple dynamic cone penetration test results." Journal of the Japanese Society of Revegetation Technology 42, no. 1 (2016): 228–31. http://dx.doi.org/10.7211/jjsrt.42.228.

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38

Kim, Hyukho, and Heuidae Lim. "Study on Shear Strength Using a Portable Dynamic Cone Penetration Test and Relationship between N-Nc." Economic and Environmental Geology 50, no. 2 (2017): 145–57. http://dx.doi.org/10.9719/eeg.2017.50.2.145.

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Абдрахманова, К. А., Н. Н. Сатан, Н. Т. Алибекова, А. К. Тлеубаева, and Д. Ж. Артыкбаев. "EXPERIENCE OF USING CONE PENETRATION TEST AND DYNAMIC SOIL PROBING IN ENGINEERING-GEOLOGICAL CONDITIONS OF ASTANA." Mechanics and Technologies, no. 4 (December 30, 2024): 238–45. https://doi.org/10.55956/uekt1776.

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В статье рассмотрена практика применений методов статических и динамических зондирований грунтов при инженерно-геологических изысканиях на территории г. Астаны. В результате анализа и обработки статических и динамических зондирований грунтов с помощью современных программных средств выявлены корреляционные зависимости между основными показателями статического и динамического зондирований. Приведены рекомендации по определению несущей способности забивных свай и механических характеристик глинистых грунтов г. Астаны по результатам динамического зондирования грунтов.

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Aragundi Demera, Milagro Lupita, Carla Monserrate Delgado Romero, Eduardo Humberto Ortiz Hernández, and Daniel Alfredo Delgado Gutiérrez. "Estudio para determinar la capacidad portante del suelo como parámetro geotécnico, aplicando el ensayo de cono dinámico de penetración (DCP), en los terrenos aledaños a la Facultad de Ciencias Matemáticas Físicas y Químicas." Revista de Investigaciones en Energía, Medio Ambiente y Tecnología: RIEMAT ISSN: 2588-0721 4, no. 2 (2020): 39. http://dx.doi.org/10.33936/riemat.v4i2.2193.

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 The present investigation is based on the development of a study that determines the soil bearing capacity as a geotechnical parameter, applying the DCP penetration dynamic cone test, in the adjacent areas to the Faculty of Mathematical, Physical and Chemical Sciences. The values obtained from the DCP index correlated with experimental formulas allowed obtaining the soil bearing capacity, also establishing parameters such as grain size, humidity, compaction, Atterberg limits, resilient module regulated by the AASTHO, subsequently characterizing the different samples from the results obt

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Su, Cheng Hai, Qian Fei Lan, and Yuan Feng Zheng. "Effects of Liner Material and Structure on Penetration Characteristics of Small-Diameter Shaped Charge." Applied Mechanics and Materials 893 (July 2019): 62–68. http://dx.doi.org/10.4028/www.scientific.net/amm.893.62.

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Based on the AUTODYN-2D nonlinear dynamics platform, numerical simulations andexperiments are conducted to study the effect of 44mm small-caliber shaped charge on penetrationcharacteristics. Copper as the suitable material is chosen for small-caliber shaped charges, and theinfluence of the cone and the thickness of liner on the penetration of the jet into the steel target isobtained. The results show that the penetration depth decreases with the growth of the cone angle.Moreover, with the thickness of liner increasing, the penetration depth increases first and thendecreases. Based on the numer

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Tereshchenko, Tetyana. "ARIOUS PRACTICES FOR EVALUATION OF STRENGTH OF THE LAYERS OF SUBGRADE AND GRANULAR MATERIALS BY THE RESULTS OF A DYNAMIC CONE PENETRATION TEST." Dorogi i mosti 2024, no. 29 (2024): 198–207. http://dx.doi.org/10.36100/dorogimosti2024.29.198.

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Introduction. The introduction to the paper highlights the methods of standard geotechnical tests for in situ measurements of subgrade strength or strength estimation. Problem statement. The issue of the paper concerns the interpretation and the application of the results of testing of the subgrades or granular layers of a road pavement by the dynamic cone penetrometer. Purpose. The goal of the paper consists of the analysis of practices of the subgrade strength evaluation by the conversion of the dynamic cone penetration test (DCPT) results to the nominal values of the California bearing rati

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Virsis, Endijs, Ainars Paeglitis, and Laura Jateikienė. "Analysis of Physical and Mechanical Soil Properties Determined Using Interpretations of Dilatometric Test (DMT) and Cone Penetration Test (CPT) Methods." Baltic Journal of Road and Bridge Engineering 18, no. 2 (2023): 223–50. http://dx.doi.org/10.7250/bjrbe.2023-18.605.

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Road design is a complex, time-consuming, and very responsible process. To develop a high-quality and viable road project, it is very important to start with an accurate geological survey in order to define the best road layout. Moreover, the geotechnical characterisation of foundation soils and construction materials as well as the analysis and assessment of geotechnical works are mandatory. Laboratory and in situ investigations are complementary and should be carried out by defining a cost-effective investigation campaign. Most often, Dynamic Cone Penetrometer (DCP) or Cone (static) Penetrat

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Frans Putra Genesa, Nathanael Yanuar Kristianto, Lola Cassiophea, Muhtadin, and Gagas Wira Syahputra. "SOIL CHARACTERISTICS AND BEARING CAPACITY USING DYNAMIC CONE PENETROMETER (DCP) TEST IN SOUTH BARITO REGENCY." PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan 11, no. 1 (2025): 15–23. https://doi.org/10.37304/parentas.v11i1.18899.

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This research analyzes soil characteristics and bearing capacity based on Dynamic Cone Penetrometer (DCP) testing in South Barito Regency. The study aims to evaluate the relationship between penetration depth, number of blows (N-Blows), and soil bearing capacity (Qall) and to identify suitable soil layers for foundation planning. Testing was conducted at various locations with depths up to 100 cm, including 10 cm intervals. The results show that shallow layers (0–10 cm) have low bearing capacity due to heterogeneous soil properties, while intermediate to deeper layers (40–100 cm) exhibit incre

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Drusa, Marián, Filip Gago, and Jozef Vlček. "Contribution to Estimating Bearing Capacity of Pile in Clayey Soils." Civil and Environmental Engineering 12, no. 2 (2016): 128–36. http://dx.doi.org/10.1515/cee-2016-0018.

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AbstractThe estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which require proper design and evaluation due to accessing more deep foundation soil and because remediation work of not bearable piles or broken piles is a crucial operation. For this reason, geotechnical field testing like cone penetration test (CPT), standard penetration (SPT) or dynamic penetration test (DP) are realized in order to receive continuous information about soil strata. Comparing with rotary core drilling type of surve

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TAKAHASHI, Shuichi, Akihiko OSHIMA, Sachi TANAKA, and Suguru YAMADA. "A Study of Driving Efficiency and Inclined Angle of Driving Hole on Heavy Dynamic Cone Penetration Test." Journal of the Society of Materials Science, Japan 71, no. 1 (2022): 97–102. http://dx.doi.org/10.2472/jsms.71.97.

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Mejía Vera, Cristopher Alexander, Jaime Ricardo Gilces Delgado, Eduardo Humberto Ortiz Hernández, and Jimmy Jeffrey García Vínces. "Análisis comparativo de suelo de campo y laboratorio para la medición de su capacidad portante con ensayos de Valor de Soporte de California (CBR) y Cono Dinámico de Penetración (DCP) en la Universidad Técnica de Manabí." Revista de Investigaciones en Energía, Medio Ambiente y Tecnología: RIEMAT ISSN: 2588-0721 4, no. 2 (2020): 79. http://dx.doi.org/10.33936/riemat.v4i2.2491.

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 The purpose of this investigation is to determine direct correlations by means of laboratory tests for the index of resistance to the cut of the Dynamic Cone of Penetration (DCP), with the resistance to cut California Bearing Ratio (CBR) of the soil, where it presents an alternative to establish Design criteria for pavement structures, based on physical and mechanical tests, taking samples by means of soil exploration, they were subsequently processed in the laboratory demonstrating their properties where silts and clays with a high degree of plasticity predominate. Correlations p

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Xu, Ping, and Ying Chun Cai. "Application of DCP to Evaluate Subgrade Compaction Quality." Key Engineering Materials 474-476 (April 2011): 2125–28. http://dx.doi.org/10.4028/www.scientific.net/kem.474-476.2125.

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Although DCP (Dynamic Cone Penetrometer) cannot directly reflect the subgrade compaction degree, experience shows that the smaller DCP penetration rate is and the better the compaction quality will be. Tai-Ao highway in China is selected as an engineering example, some relationship curves are obtained by in-situ tests, such as total hammering number of DCP and penetration depth, and penetration ratio and penetration depth, and these curves reveal that DCP can reflect the compaction quality in some degree. And then a lot of FWD and DCP are in-situ tested on the same points of filled and excavat

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Jordão, Hugo P., Adriano E. F. L. Lucena, Milton B. C. Filho, John K. G. Rodrigues, and Dennyele A. Gama. "Contribution to the Design of Urban Pavement of Low Volume Traffic Using the Dynamic Cone Penetrometer." Soils and Rocks 35, no. 2 (2012): 181–88. http://dx.doi.org/10.28927/sr.352181.

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The characteristics of the subgrade soil, obtained from laboratory and in situ tests, are of fundamental importance to the design of pavements. The tests carried out in the field, such as CBR in situ, Bredboard and others, represent more significantly the conditions of the soil. The Dynamic Cone Penetrometer (DCP) is an equipment of easy use that has become an alternative to the pavement design. With that kind of equipment it is possible to determine the resistance profile to the penetration of the layers of the compacted soil or in its natural state from the correlations between this test and

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Tampubolon, Reyance Inryani, and Danang Setiya Raharja. "COMPARISON STUDY OF DRIVEN PILES AXIAL CAPACITY BY EMPIRICAL METHOD AND DYNAMIC LOAD TEST." axial : jurnal rekayasa dan manajemen konstruksi 12, no. 2 (2024): 061. http://dx.doi.org/10.30742/axial.v12i2.3944.

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Fondasi adalah bagian struktur yang berfungsi sebagai penopang bangunan dan penyalur beban struktur atas ke lapisan tanah dengan daya dukung. Penyelidikan tanah di lapangan berupa Cone Penetration Test (CPT) dan Standar Penetration Test (SPT) umumnya dijadikan acuan dalam estimasi daya dukung aksial pondasi dalam. Artikel ini melakukan analisis perbandingan estimasi daya dukung tiang pancang sesuai data CPT dan SPT yang kemudian dibandingkan dengan hasil uji beban dinamis (PDA) pada Proyek Pembangunan Fly Over Pengganti JPL 64 Krian, Sidoarjo. Analisis daya dukung metode empiris menggunakan da

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