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Journal articles on the topic 'Cone penetration test'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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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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2

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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3

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 The new charts are based on extensive data available from published and unpublished experience worldwide.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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Ladanyi, Branko. "Borehole penetration and expansion devices for ice testing." Canadian Journal of Civil Engineering 23, no. 1 (1996): 157–64. http://dx.doi.org/10.1139/l96-016.

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The paper presents two methods for in situ testing of strength and creep properties of ice, together with their theoretical interpretation and typical results. The two methods which are relatively new in this area of application, are the stress-controlled cone penetration test (CPT), and the sharp cone test (SCT). The CPT has been shown in the last few years to be an excellent tool for both ice quality profiling and ice creep and strength properties determination. The test can be used for penetrating vertically through an ice sheet, or laterally into an ice wall in a trench. The SCT is a speci

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12

Suits, L. D., T. C. Sheahan, Raehyun Kim, Woojin Lee, and Jong-Sub Lee. "Temperature-Compensated Cone Penetration Test Mini-Cone Using Fiber Optic Sensors." Geotechnical Testing Journal 33, no. 3 (2010): 102391. http://dx.doi.org/10.1520/gtj102391.

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13

WU, HAIJUN, YINAN WANG, and FENGLEI HUANG. "PENETRATION CONCRETE TARGETS EXPERIMENTS WITH NON-IDEAL & HIGH VELOCITY BETWEEN 800 AND 1100M/S." International Journal of Modern Physics B 22, no. 09n11 (2008): 1087–93. http://dx.doi.org/10.1142/s0217979208046360.

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In this paper, three types of projectiles were designed, which are based on the physical mechanism of high-speed penetrating into concrete targets. The three types of projectiles are ogive nose followed by cylinder, cone and grooved cone shank respectively, which are made of 30 CrMnSiNi2A with the yield strength 1570MPa. The unconfined compressive strength of concrete target for test is 50MPa. Seven experiments for striking velocities between 800 and 1100m/s were conducted. The experiments showed that the projectiles of cone and grooved cone shank have better penetration performances and the p

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14

Suryanegara Dwipa, R. S., I. W. Arya, I. W. Wiraga, and I. M. W. Pramana. "Evaluation of liquefaction potential using cone penetration test (CPT) and standard penetration test (SPT)." Journal of Physics: Conference Series 1450 (February 2020): 012016. http://dx.doi.org/10.1088/1742-6596/1450/1/012016.

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15

Zhang, G., P. K. Robertson, and R. W. I. Brachman. "Estimating Liquefaction-Induced Lateral Displacements Using the Standard Penetration Test or Cone Penetration Test." Journal of Geotechnical and Geoenvironmental Engineering 130, no. 8 (2004): 861–71. http://dx.doi.org/10.1061/(asce)1090-0241(2004)130:8(861).

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16

Wu, Caihong, Yue Song, Jialin Dai, Lin Li, and Xiaoqiang Gu. "Calibration of Cone Factor in Cone Penetration Test for Evaluating the Undrained Shear Strength of Silty Clay." Materials 18, no. 6 (2025): 1283. https://doi.org/10.3390/ma18061283.

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Cone penetration test often uses the cone factor to calculate the undrained shear strength of silty clay base on the cone tip resistance data, but the accurate determination of the cone factor is challenging due to its wide range of values. This study conducted a laboratory cone penetration test and vane shear test to investigate and calibrate the cone factor for evaluating the undrained shear strength of silty clay at various depths. The cone factor is first identified based on the laboratory cone penetration test and vane shear test, and it is compared with the cone factor generated from the

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17

Erharter, Georg H., Simon Oberhollenzer, Anna Fankhauser, Roman Marte, and Thomas Marcher. "Learning decision boundaries for cone penetration test classification." Computer-Aided Civil and Infrastructure Engineering 36, no. 4 (2021): 489–503. http://dx.doi.org/10.1111/mice.12662.

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18

Gunawan, Sumiyati, Niken Silmi Surjandari, and Bambang Setiawan. "Tahanan Lateral Pondasi Tiang Berdasar Cone Penetration Test." Jurnal Teknik Sipil 15, no. 4 (2020): 218–24. http://dx.doi.org/10.24002/jts.v15i4.3798.

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Kapasitas beban lateral pondasi tiang (Pu) merupakan hal utama untuk perencanaan konstuksi dengan beban lateral yang cukup dominan. Kapasitas Pu didasarkan pada kondisi keseimbangan resultan gaya pada tiang dan ketahanan tanah lateral serta distribusi tekanan tanah PL sepanjang kedalaman tiang berdasarkan metode konvensional, tetapi sulit diterapkan pada tanah nonhomogen, karena kondisi tanah nonlinier terhadap kedalaman. Insitu test yang paling sering digunakan karena mudah, cepat dan hemat biaya adalah cone penetration test (CPT), yang memberikan profil tanah secara kontinu, dan lebih mendef

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19

Yang, Hongwei, and Adrian Russell. "The cone penetration test in unsaturated silty sands." E3S Web of Conferences 9 (2016): 09008. http://dx.doi.org/10.1051/e3sconf/20160909008.

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20

FUKASAWA, Takeshi, and Osamu KUSAKABE. "APPLICABILITY OF CONE PENETRATION TEST TO COHESIVE SOILS." Doboku Gakkai Ronbunshu, no. 799 (2005): 153–70. http://dx.doi.org/10.2208/jscej.2005.799_153.

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21

Jefferies, M. G., and M. P. Davies. "Soil classification by the cone penetration test: Discussion." Canadian Geotechnical Journal 28, no. 1 (1991): 173–76. http://dx.doi.org/10.1139/t91-023.

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22

Robertson, P. K. "Soil classification using the cone penetration test: Reply." Canadian Geotechnical Journal 28, no. 1 (1991): 176–78. http://dx.doi.org/10.1139/t91-024.

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23

MCCALLUM, ADRIAN. "Assessing mass balance with the cone penetration test." Journal of Glaciology 63, no. 239 (2017): 565–67. http://dx.doi.org/10.1017/jog.2017.11.

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24

Salgado, Rodrigo, Eshan Ganju, and Monica Prezzi. "Site variability analysis using cone penetration test data." Computers and Geotechnics 105 (January 2019): 37–50. http://dx.doi.org/10.1016/j.compgeo.2018.08.001.

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25

Fang, Kai, Tongbin Zhao, Yubao Zhang, Yue Qiu, and Junhua Zhou. "Rock cone penetration test under lateral confining pressure." International Journal of Rock Mechanics and Mining Sciences 119 (July 2019): 149–55. http://dx.doi.org/10.1016/j.ijrmms.2019.04.018.

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26

Wroth, C. P. "Field Testing: Interpretation of the Cone Penetration Test." Geological Society, London, Engineering Geology Special Publications 2, no. 1 (1986): 17–19. http://dx.doi.org/10.1144/gsl.1986.002.01.05.

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AbstractThe paper criticises the time it took to produce BS 5930, and its inadequate coverage of in situ testing of soils, both on and offshore. The urgency of correcting these omissions is emphasised. Additional material should not only deal with new equipment and experimental methods, but also take account of recent developments in understanding soil behaviour so that the recommended methods of interpretation are soundly based.

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27

Satriyo, N. A., and E. Soebowo. "Cone penetration test for facies study: a review." IOP Conference Series: Earth and Environmental Science 118 (February 2018): 012007. http://dx.doi.org/10.1088/1755-1315/118/1/012007.

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28

Na, Yung-Mook, Victor Choa, Cee-Ing Teh, and Ming-Fang Chang. "Geotechnical parameters of reclaimed sandfill from the cone penetration test." Canadian Geotechnical Journal 42, no. 1 (2005): 91–109. http://dx.doi.org/10.1139/t04-064.

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Sandfill at reclaimed sites is usually formed by more than one placement method. Reclaimed sandfill is often highly variable, and the cone penetration test is most commonly used for site characterization. Correlations among the cone resistance and geotechnical parameters for sand are influenced by the in situ stress level, and it is important to incorporate the stress-level effect. In this study, cone penetration tests were performed at several levels from the top of a 10 m high surcharge, which was later removed step by step, and in situ density was determined layer by layer at the Changi Eas

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29

Tarawneh, Bashar. "Predicting standard penetration test N-value from cone penetration test data using artificial neural networks." Geoscience Frontiers 8, no. 1 (2017): 199–204. http://dx.doi.org/10.1016/j.gsf.2016.02.003.

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30

Al Bodour, W., B. Tarawneh, and Y. Murad. "A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data." Soil Mechanics and Foundation Engineering 59, no. 5 (2022): 437–44. http://dx.doi.org/10.1007/s11204-022-09834-3.

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31

Wang, Shimin, Ziqiang Ren, Hang Zhou, and Jiawang Chen. "Model prediction controller for penetration mechanism of seabed cone penetration test system." Journal of Physics: Conference Series 2591, no. 1 (2023): 012027. http://dx.doi.org/10.1088/1742-6596/2591/1/012027.

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Abstract The system of seabed Cone Penetration Test (CPT) is a kind of equipment for offshore investigations. Seabed CPT is used to assess multiple physical properties of marine sediments. Constant-rate penetration mechanism is the core part of seabed CPT, which adopts dual-cylinder drive to penetrate the probe rod into the seafloor sediments at a constant speed (2cm/s). At present, the domestic CPT and its penetration equipment almost all rely on imports. In the process of system design, we found that the traditional PID control of the hydraulic cylinder position control accuracy is low, so w

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32

Paniagua, P., J. Fonseca, A. S. Gylland, and S. Nordal. "Microstructural study of deformation zones during cone penetration in silt at variable penetration rates." Canadian Geotechnical Journal 52, no. 12 (2015): 2088–98. http://dx.doi.org/10.1139/cgj-2014-0498.

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During conventional cone penetration testing in silt, the soil will normally be partially drained. If the penetration rate varies, time for drainage is altered and therefore the measured cone resistance and pore pressure will change. This paper studies the change in soil microstructure around the probe during cone penetration carried out at different penetration rates to investigate the failure mechanism and the processes controlling drainage in silt. Backscattered electron images of polished thin sections prepared from frozen samples at the end of penetration were used. Making use of advanced

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33

Tamošiūnas, Tadas, Gintaras Žaržojus, and Šarūnas Skuodis. "Indirect Determination of Soil Young’s Modulus in Lithuania Using Cone Penetration Test Data." Baltic Journal of Road and Bridge Engineering 17, no. 2 (2022): 1–24. http://dx.doi.org/10.7250/bjrbe.2022-17.558.

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Simplified methods based on cone penetration test results are commonly used to determine soil deformation modulus, depending on the engineering geological and geotechnical conditions and the complexity of the computational approach. This paper reviews some empirical equations based on the results of the cone penetration test and gives recommendations for the assessment of Young’s modulus, oedometric modulus and residual modulus from the cone penetration test result, according to the Lithuanian technical requirements and other standards. Theoretical interpretations of results are presented toge

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34

Llano-Serna, M. A., M. M. Farias, D. M. Pedroso, David J. Williams, and D. Sheng. "Simulations of Fall Cone Test in Soil Mechanics Using the Material Point Method." Applied Mechanics and Materials 846 (July 2016): 336–41. http://dx.doi.org/10.4028/www.scientific.net/amm.846.336.

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The material point method is a particle-based method that uses a double Lagrangian-Eulerian discretisation. This approach has proved its functionality for the simulation of large deformation problems. Such problems are frequent in geotechnical engineering, more specifically those related to penetration during pile driving and conventional in situ tests such as the Cone Penetration Test. The shallow laboratory fall cone test is considered in this paper. This test is widely used for the determination of the liquid limit of clays, but it is also used to study the relationship between penetration

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35

Li, Wenqiang. "Application of CPT test in the evaluation of the test effect of lime soil compacting pile." Vibroengineering PROCEDIA 49 (May 18, 2023): 186–91. http://dx.doi.org/10.21595/vp.2023.23234.

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In the course of highway construction and use in loess area, subgrade settlement disease is common and has great destructiveness. The cone penetration test (CPT), especially the pore pressure cone penetration test, can provide three continuous readings along the exploration depth cone tip resistance, lateral friction resistance and excess pore water pressure. In this paper, CPT tests are carried out in the losses areas in Shanxi, China. Some data and curves are obtained by using CPT, which are quite different from those obtained by conventional drilling, reflecting the soil layer characteristi

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36

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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37

Been, K., B. E. Lingnau, J. H. A. Crooks, and B. Leach. "Cone penetration test calibration for Erksak (Beaufort Sea) sand." Canadian Geotechnical Journal 24, no. 4 (1987): 601–10. http://dx.doi.org/10.1139/t87-074.

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Interpretation of the cone penetration test in sands is generally based on empirical calibrations from tests in large-diameter calibration chambers. Although interpretation of these calibration data for clean sands in terms of the state parameter is expected to be broadly applicable to other sands, material-specific correlations are desirable for many projects. This paper describes a series of calibration chamber tests carried out on a sand dredged from the Beaufort Sea for construction of artificial islands. This Erksak sand is a uniformly graded, subrounded medium-grained sand with a fines c

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38

Molina Jr, Walter Francisco, Sônia Maria Stefano Piedade, and Juarez Rennó Amaral. "Penetration resistance in a latosol under different moisture and penetration speeds." Revista Ceres 60, no. 5 (2013): 715–21. http://dx.doi.org/10.1590/s0034-737x2013000500016.

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The soil penetration resistance has been used to represent the compaction situation and several authors have attempted to relate the cone index (CI) with the bulk density. The importance of using the CI as source of information for decisions in agricultural activities, livestock and forestry manner, has become increasingly larger, which requires more knowledge about the penetrometers and penetrographs behavior. This study aimed to verify, in controlled laboratory conditions, the influence of soil water content and cone penetration rate to obtain the cone index, when density variation occurs. T

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39

Zhou, Bohan, Wenli Zhang, Dong Wang, and Dengfeng Fu. "Estimation of Effective Internal Friction Angle by Ball Penetration Test: Large-Deformation Analyses." Journal of Marine Science and Engineering 12, no. 2 (2024): 230. http://dx.doi.org/10.3390/jmse12020230.

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The ball penetrometer is a full-flow penetrometer used as an alternative to the traditional cone penetrometer for characterizing the strength of soft sediments, particularly for offshore engineering, due to its large projection area. However, if the ball is penetrated under partially drained conditions, the resistance of the ball changes with the penetration velocity. The performance of ball penetration is examined employing a coupled large-deformation finite-element method. The reliability of numerical simulations under undrained and partially drained penetrations is verified by comparing wit

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40

Sadrekarimi, Abouzar. "Estimating relative density of sand with cone penetration test." Proceedings of the Institution of Civil Engineers - Ground Improvement 169, no. 4 (2016): 253–63. http://dx.doi.org/10.1680/jgrim.15.00017.

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41

WALKER, J., and H. S. YU. "Analysis of the cone penetration test in layered clay." Géotechnique 60, no. 12 (2010): 939–48. http://dx.doi.org/10.1680/geot.7.00153.

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42

Robertson, P. K., and CE (Fear) Wride. "Evaluating cyclic liquefaction potential using the cone penetration test." Canadian Geotechnical Journal 35, no. 3 (1998): 442–59. http://dx.doi.org/10.1139/t98-017.

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Soil liquefaction is a major concern for structures constructed with or on sandy soils. This paper describes the phenomena of soil liquefaction, reviews suitable definitions, and provides an update on methods to evaluate cyclic liquefaction using the cone penetration test (CPT). A method is described to estimate grain characteristics directly from the CPT and to incorporate this into one of the methods for evaluating resistance to cyclic loading. A worked example is also provided, illustrating how the continuous nature of the CPT can provide a good evaluation of cyclic liquefaction potential,

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43

Ahmadi, M. M., and A. A. Golestani Dariani. "Cone penetration test in sand: A numerical-analytical approach." Computers and Geotechnics 90 (October 2017): 176–89. http://dx.doi.org/10.1016/j.compgeo.2017.06.010.

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44

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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45

Teh, C. I., and G. T. Houlsby. "Analytical study of the cone penetration test in clay." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 28, no. 6 (1991): A353. http://dx.doi.org/10.1016/0148-9062(91)91308-e.

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46

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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47

McCallum, Adrian. "A brief introduction to cone penetration testing (CPT) in frozen geomaterials." Annals of Glaciology 55, no. 68 (2014): 7–14. http://dx.doi.org/10.3189/2014aog68a005.

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AbstractThe cone penetration test has been successfully used to classify soil for ∼100 years. However, it has received only limited contemporary use in frozen geomaterials. The historical and contemporary use of the cone penetration test in various frozen geomaterials is considered here and contemporary data from recent work in polar snow are examined. It is probable that many material physical properties (e.g. density, strength and microstructure) can be obtained directly from cone penetration testing. It appears under-utilized as a contemporary scientific and engineering investigative tool i

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48

Erwig, H., and J. I. Pattinson. "Notes on the Correlation of Cone Penetration Test Results in Weak Chalk at Norwich, Norfolk." Geological Society, London, Engineering Geology Special Publications 2, no. 1 (1986): 219–21. http://dx.doi.org/10.1144/gsl.1986.002.01.41.

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AbstractA site investigation has been carried out at Norwich, Norfolk consisting of deep boreholes and static electric cone penetration tests. Notes are given on the methods of investigation and on tentative classification of the weak chalk in this area together with the measured parameters of cone end resistance and standard penetration test ‘N’ values.

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49

Russell, Adrian, Thanh Vo, Juan Ayala, Yanzhi Wang, David Reid, and Andy Fourie. "The influences of partial saturation on cone penetration tests in silty gold tailings." E3S Web of Conferences 382 (2023): 16007. http://dx.doi.org/10.1051/e3sconf/202338216007.

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Laboratory-controlled cone penetration test results of a silty gold tailings in a variety of saturated and unsaturated states, obtained using two calibration chambers, are presented then interpreted using a state parameter-based approach. The research was conducted as part of the TAILLIQ project (tailliq.com), funded by the Australian Research Council and six mining companies, and involving four Australian universities.Cone penetration resistances, which increase due to the presence of suction when the tailings are unsaturated, can be normalised using the initial mean effective stress to estab

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Kurup, Pradeep U., and Mehmet T. Tumay. "Calibration of a Miniature Cone Penetrometer for Highway Applications." Transportation Research Record: Journal of the Transportation Research Board 1614, no. 1 (1998): 8–14. http://dx.doi.org/10.3141/1614-02.

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Abstract:

The electronic cone penetrometer is an important in situ investigation tool of choice for site characterization. Application of this proven concept of the cone penetration test (CPT) to highway design and construction control by miniaturization is described. A miniature cone penetrometer with a projected cone area of 2 cm2 has been developed and implemented in a continuous intrusion miniature cone penetration test system (CIMCPT). This device may be used for rapid, accurate, and economical characterization of sites and to determine engineering soil parameters needed in the design of pavements,

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