Relevant bibliographies by topics / Penetration test

Contents

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

Academic literature on the topic 'Penetration test'

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

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Journal articles on the topic "Penetration test"

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Mohammadjavad, Mohajeri, Femke Sickler, van Cees, and Dingena Schott. "A consolidation-penetration test for wedge-shaped penetration tools." FME Transaction 46, no. 3 (2018): 392–99. http://dx.doi.org/10.5937/fmet1803392m.

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Stewart, Mark G., Brianna Dorrough, and Michael D. Netherton. "Field testing and probabilistic assessment of ballistic penetration of steel plates for small calibre military ammunition." International Journal of Protective Structures 10, no. 4 (2018): 421–38. http://dx.doi.org/10.1177/2041419618802593.

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The penetration of projectiles into semi-infinite targets helps in the understanding and modelling of terminal ballistics. The article describes field test results of 5.56×45 mm F1 Ball and 7.62×51 mm M80 Ball ammunition. The targets were 25-mm-thick mild and high strength steel plates of Grade 250 MPa and 350 MPa, respectively. The tests recorded penetration depth, muzzle and impact velocities, and bullet mass. Despite its smaller calibre, the 5.56 mm × 45 mm F1 Ball ammunition recorded deeper penetrations than the larger calibre 7.62 mm × 51 mm M80 Ball ammunition. This is due to the 5.56 mm
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Zhao, Mao Cai, Shi Xian Gao, Da Wei Shi, and Qi Shu Huang. "The Research on Tests for Detecting Strength of Shallow Asphalt Pavement under Ice Frozen." Advanced Engineering Forum 5 (July 2012): 293–98. http://dx.doi.org/10.4028/www.scientific.net/aef.5.293.

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The thesis utilizes the Penetrating Strength Detector of Shallow Pavement to conduct impacting penetration experiment, uniaxial compression test and diametral compression test to asphalt mixture of different void ratios and cycles of freezing and thawing, and then we’ve obtained the relationship between average penetration depth and compressive strength as well as tensile splitting strength of mixture, moreover, the initial reference standard of the Penetrating Strength Detector of Shallow Pavement is established. Afterwards, the thesis conducts impacting penetration test to the asphalt paveme
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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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Collado Camps, Estel, Sanne A. M. van Lith, Cathelijne Frielink, et al. "CPPs to the Test: Effects on Binding, Uptake and Biodistribution of a Tumor Targeting Nanobody." Pharmaceuticals 14, no. 7 (2021): 602. http://dx.doi.org/10.3390/ph14070602.

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Nanobodies are well-established targeting ligands for molecular imaging and therapy. Their short circulation time enables early imaging and reduces systemic radiation exposure. However, shorter circulation time leads to lower tracer accumulation in the target tissue. Cell-penetrating peptides (CPPs) improve cellular uptake of various cargoes, including nanobodies. CPPs could enhance tissue retention without compromising rapid clearance. However, systematic investigations on how the functionalities of nanobody and CPP combine with each other at the level of 2D and 3D cell cultures and in vivo a
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Ye, Zhoujing, Wenjuan Ren, Hailu Yang, Yinghao Miao, Fengyan Sun, and Linbing Wang. "An Improved Asphalt Penetration Test Method." Materials 14, no. 1 (2020): 147. http://dx.doi.org/10.3390/ma14010147.

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A traditional penetration test only measures the total penetration within 5 s. The penetration process is not monitored, and therefore, a large amount of information on the deformation properties of asphalt is not used. This paper documents a study to use a high-speed camera to quantify the entire penetration process and use the Finite Element Method (FEM) to interpret the penetration process using a viscoelastic model. The penetration–time relationships of several asphalt binders (70#, 90#, a rubber modified binder, and a styrene-butadiene-styrene (SBS) modified binder) have been acquired usi
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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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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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Decourt, L., T. Muromachi, I. K. Nixon, J. H. Schmertmann, S. Thorburn, and E. Zolkov. "Standard penetration test (SPT): 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)95092-f.

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De Beer, E. E., E. Goelen, W. J. Heynen, and K. Joustra. "Cone penetration test (CPT): international reference test procedure." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 27, no. 2 (1990): A93. http://dx.doi.org/10.1016/0148-9062(90)95093-g.

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Dissertations / Theses on the topic "Penetration test"

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Daniel, Christopher Ryan. "Energy transfer and grain size effects during the Standard Penetration Test (SPT) and Large Penetration Test (LPT)." Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/775.

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The Standard Penetration Test (SPT) is the most widely used in-situ soil test in the world. "Large Penetration Test" (LPT) is a term used to describe any scaled up version of the SPT. Several types of LPT have been developed around the world for the purpose of characterizing gravel deposits, as SPT blow counts are less reliable in gravels than in sands. Both tests suffer from the lack of a reliable means of determining transferred energy. Further, the use of LPT blow counts is generally limited to calculation of equivalent SPT blow counts using correlation factors measured in sands. Varia
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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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Zhang, Ningning. "A micromechanical study of the Standard Penetration Test." Doctoral thesis, Universitat Politècnica de Catalunya, 2020. http://hdl.handle.net/10803/668841.

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This thesis explores the potential of models based on the discrete element method (DEM) to study dynamic probing of granular materials, considering realistic particle-scale properties. The virtual calibration chamber technique, based on the discrete element method, is applied to study the standard penetration test (SPT). A macro-element approach is used to represent a rod driven with an impact like those applied to perform SPT. The rod is driven into a chamber filled with a scaled discrete analogue of a quartz sand. The contact properties of the discrete analogue are calibrated simulating tw
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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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Pohorila, Victoriia, and Вікторія Миколаївна Погоріла. "Application penetration test and its necessity in 2021." Thesis, National Aviation University, 2021. https://er.nau.edu.ua/handle/NAU/51509.

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1. PENTESTS OF SITES AND WEB-APPLICATIONS [Electronic resource]. – Electronic magazine. Access mode: https://amonitoring.ru/service/pentest/web/ 2. Randy Lindberg. Types of Penetration Testing for 2021 [Electronic resource]. – Electronic magazine. – November 10, 2020 – Access mode: https://www.rivialsecurity.com/blog/types-of-penetration-testing 3. Cryptoperty. What is pentest? [Electronic resource]. – Electronic magazine. – May 04, 2020 – Access mode: https://itsecforu.ru/2020/05/04/chto-takoe-pentest/ 4. 10Guards. Pentest: what is hidden under the white hood?. [Electronic resource]. – Elec
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Payoongwong, Chatchawahn. "Field and laboratory studies of the behavior of spread footing for highway bridge construction (HAM-32-0.14)." Ohio : Ohio University, 1997. http://www.ohiolink.edu/etd/view.cgi?ohiou1177085999.

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Xiong, Pulei. "A Model-driven Penetration Test Framework for Web Applications." Thesis, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/20552.

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Penetration testing is widely used in industry as a test method for web application security assessment. However, penetration testing is often performed late in a software development life cycle as an isolated task and usually requires specialized security experts. There is no well-defined test framework providing guidance and support to general testers who usually do not have in-depth security expertise to perform a systematic and cost-efficient penetration test campaign throughout a security-oriented software development life cycle. In this thesis, we propose a model-driven penetration test
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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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Lee, Wai-ming. "Correlation of PCPT and SPT data from a shallow marine site investigation /." View the Table of Contents & Abstract, 2004. http://sunzi.lib.hku.hk/hkuto/record/B30110385.

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Books on the topic "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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Heijnen, W. J. Case studies of the Second European Symposium on Penetration Testing, ESOPT II. Delft Soil Mechanics Laboratory, 1985.

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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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Ali, Hesham A. Determination of frost penetration in LTPP test sections. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 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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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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16, ISSMFE Technical Committee on Penetration Testing of Soils-TC. Report of the ISSMFE Technical Committee on Penetration Testing of Soils--TC 16, with reference test procedures, CPT-SPT-DP-WST. Swedish Geotechnical Society, 1989.

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Wride, C. E. CANLEX, the Canadian liquefaction experiment. Bi Tech Publishers, 1997.

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Briaud, Jean-Louis. The pressuremeter. Balkema, 1992.

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Book chapters on the topic "Penetration test"

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Weik, Martin H. "penetration test." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_13786.

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Aditya, Eka Wahyu, Nur Haryani Zakaria, Fazli Azzali, and Mohamad Nazim Jambli. "Smartphone penetration test." In The Future of Human-Computer Integration. CRC Press, 2024. http://dx.doi.org/10.1201/9781003479727-7.

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Ameratunga, Jay, Nagaratnam Sivakugan, and Braja M. Das. "Standard Penetration Test." In Developments in Geotechnical Engineering. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2629-1_4.

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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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Lutenegger, Alan J. "Standard Penetration Test (SPT)." In In Situ Testing Methods in Geotechnical Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003002017-2.

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Yao, Jiewen, and Vincent Zimmer. "Security Validation and Penetration Test." In Building Secure Firmware. Apress, 2020. http://dx.doi.org/10.1007/978-1-4842-6106-4_22.

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

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

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

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van der Graaf, H. J., and M. H. J. P. van den Heuvel. "Determination of the penetration energy in the Standard Penetration Test." In Application of Stress-Wave Theory to Piles. Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-35.

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Conference papers on the topic "Penetration test"

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Yan, Huang, Qiang Yang, Bo Yu, and Mengqi Zhang. "Autonomous Penetration Test Path Planning Based on OIPPO." In 2024 6th International Conference on Robotics, Intelligent Control and Artificial Intelligence (RICAI). IEEE, 2024. https://doi.org/10.1109/ricai64321.2024.10911631.

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Okumura, Kosei, and Ryotaro Kobayashi. "Reducing Testing Time in Penetration Test Automation by Using EPSS and Parallelization." In 2024 Twelfth International Symposium on Computing and Networking Workshops (CANDARW). IEEE, 2024. https://doi.org/10.1109/candarw64572.2024.00054.

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Ivanov, Ivan, Mariyana Dimitrova, and Aleksandra Ivanov. "Laboratory Penetration Test Studies." In 2022 30th National Conference with International Participation (TELECOM). IEEE, 2022. http://dx.doi.org/10.1109/telecom56127.2022.10017266.

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Tanim, Tanvir R., Mayank Garg, and Christopher D. Rahn. "An Intelligent Nail Design for Lithium Ion Battery Penetration Test." In ASME 2016 10th International Conference on Energy Sustainability collocated with the ASME 2016 Power Conference and the ASME 2016 14th International Conference on Fuel Cell Science, Engineering and Technology. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/es2016-59073.

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Internal short-circuiting is the most dangerous abuse scenario for lithium ion batteries. A nail penetration test simulates the internal short circuit process by penetrating a test cell/pack with an electrically conductive nail. Pass or failure of the cell and/or chemistry is determined by the presence of smoke or flame following penetration. To understand and eliminate the safety concerns arising from the internal shorts, it is important to fully understand the cell/pack dynamics during the shorting process. Gathering useful data at the point of penetration during nail penetration tests is ve
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Zhang, Zhengyu, Fan Yao, and Jun Li. "Dynamic penetration test based on YOLOv5." In 2022 3rd International Conference on Geology, Mapping and Remote Sensing (ICGMRS). IEEE, 2022. http://dx.doi.org/10.1109/icgmrs55602.2022.9849379.

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Kang, Yong-Suk, Hee-Hoon Cho, Yongtae Shin, and Jong-Bae Kim. "Comparative Study of Penetration Test Methods." In Art, Culture, Game, Graphics, Broadcasting and digital Contents 2015. Science & Engineering Research Support soCiety, 2015. http://dx.doi.org/10.14257/astl.2015.87.08.

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B. Blancaflor, Eric, Luis Antonio Alvarez, Nicolo Mikael Dionisio, Gabriel Edrick Acuna, John Ramil Funilas, and Joshua Millard Odicta. "Penetration Test on Home Network Environments." In ICMECG 2021: 2021 8th International Conference on Management of e-Commerce and e-Government. ACM, 2021. http://dx.doi.org/10.1145/3483816.3483834.

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Xie, Qiang, Yuxia Hu, Mark Cassidy, and Alireza Salehi. "Cone Penetration Test in Stiff Over Soft Clay in Centrifuge Test." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96698.

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Abstract This paper describes a numerical study on soil characterization of stiff over soft clays in centrifuge test using cone penetration test (CPT), especially when the top stiff layer is thin relative to the centrifuge cone size. An extensive parametric study was conducted using large deformation finite element (LDFE) analysis, with the cone penetrating continuously from the soil surface. The LDFE model has been validated against existing physical test data with very good agreement. Since the bottom soft clay was normally thick enough to fully mobilise the ultimate cone resistance, its und
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Fasanella, Edwin, Yvonne Jones, Norman Knight, Jr., and Sotiris Kellas. "Low-velocity earth-penetration test and analysis." In 19th AIAA Applied Aerodynamics Conference. American Institute of Aeronautics and Astronautics, 2001. http://dx.doi.org/10.2514/6.2001-1388.

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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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Reports on the topic "Penetration test"

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Bradley, O. D., J. F. Stampfer, A. N. Sandoval, C. A. Heath, and M. H. Cooper. Asbestos penetration test system for clothing materials. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/463655.

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

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

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

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This project was performed to establish a basis for developing pipe-soil interaction models suitable for PRCI's pipeline design program: "PIPEDYN". Full-scale pipe-soil tests on loose and dense sand and soft clay were performed at the Norwegian Hydrotechnical Laboratory, affiliated with SINTEF. The program tested soil resistance to lateral motions of full-scale (0.5 m and 1.0 m OD) pipe sections on loose and dense sand and soft clay. A test rig was used with a soil flume 12.5 m long, 1.8 m wide, and 0.6 m high, and containing 13.5 m3 of sand or soft clay. Three control signals were applied to
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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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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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Reinhart, William Dodd, and Tom Finley, III Thornhill. Ballistic penetration test results for Ductal and ultra-high performance concrete samples. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/992302.

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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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