Relevant bibliographies by topics / Seismic cone penetration test

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

Academic literature on the topic 'Seismic cone penetration test'

Author: Grafiati
Published: 4 June 2021
Last updated: 12 February 2022

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Journal articles on the topic "Seismic cone penetration test"

1

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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Bagińska, Irena, Wojciech Janecki, and Maciej Sobótka. "On the interpretation of seismic cone penetration test (SCPT) results." Studia Geotechnica et Mechanica 35, no. 4 (2013): 3–11. http://dx.doi.org/10.2478/sgem-2013-0033.

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Abstract The paper deals with the methodology of performing and interpretation of seismic cone penetration test (SCPT). This type of test is used to determine velocity of the seismic wave in the soil medium. This study is focused on shear wave. The wave is triggered on the ground surface by hitting an anvil with a sledgehammer. Then, vibrations induced at different depths are measured. Based on recorded measurements wave velocity (Vs) and thus also small strain shear modulus Gmax may be calculated. An interpretation of exemplary seismic test results is presented. Crossover and cross-correlatio
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Campanella, R. G., P. K. Robertson, D. Gillespie, N. Laing, and P. J. Kurfurst. "Seismic cone penetration testing in the near offshore of the MacKenzie Delta." Canadian Geotechnical Journal 24, no. 1 (1987): 154–59. http://dx.doi.org/10.1139/t87-015.

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A study was performed in the shallow waters of the MacKenzie Delta area near Tuktoyaktuk, N.W.T., Canada, to evaluate equipment, test procedures, and techniques using a seismic cone penetrometer and operating on the landfast ice in winter. Seismic cone penetration testing was performed to determine the compressional and shear wave velocities of the subsurface sediments using a downhole technique. Several seismic sources and receivers were tested to evaluate their effectiveness. Typical results are presented and briefly discussed. Key words: downhole, seismic, P-wave, S-wave, velocity, in situ,
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LeBlanc, Anne-Marie, Richard Fortier, Calin Cosma, and Michel Allard. "Tomographic imaging of permafrost using three-component seismic cone-penetration test." GEOPHYSICS 71, no. 5 (2006): H55—H65. http://dx.doi.org/10.1190/1.2235876.

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We conducted seismic cone-penetration tests (SCPT) and tomographic imaging in a permafrost mound in northern Quebec, Canada, to study the cryostratigraphy and assess the seismic properties of permafrost at temperatures near [Formula: see text]. A swept impact source generating both P- and S-waves and penetrometer-mounted three-component accelerometers were used to acquire surface-to-depth first-arrival times as input to produce 2D images of P- and S-wave velocities. Based on the three-component accelerometer records and the propagation modes of body waves, the P- and S-wave first arrivals were
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Robertson, P. K., D. J. Woeller, and W. D. L. Finn. "Seismic cone penetration test for evaluating liquefaction potential under cyclic loading." Canadian Geotechnical Journal 29, no. 4 (1992): 686–95. http://dx.doi.org/10.1139/t92-075.

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Impressive progress has been made in the last 25 years in recognizing liquefaction hazards, understanding liquefaction phenomena, and analyzing and evaluating the potential for liquefaction at a site. Recent findings related to the application of the seismic cone penetration test (SCPT) for the evaluation of liquefaction potential under cyclic loading are presented and discussed. The SCPT provides independent measurements of penetration resistance, pore pressures, and shear-wave velocity in a fast, continuous, and economic manner. The current methods available for evaluating liquefaction using
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Ku, Taeseo, Sung-Woo Moon, and Brent J. Gutierrez. "Advanced application of seismic cone penetration test at complex ground conditions." Engineering Geology 210 (August 2016): 140–47. http://dx.doi.org/10.1016/j.enggeo.2016.06.009.

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Wang, Hao, Shifan Wu, Xiaohui Qi, and Jian Chu. "Site characterization of reclaimed lands based on seismic cone penetration test." Engineering Geology 280 (January 2021): 105953. http://dx.doi.org/10.1016/j.enggeo.2020.105953.

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Poenaru, Alexandru. "Correlations between Cone Penetration Test and Seismic Dilatometer Marchetti Test with Common Laboratory Investigations." Energy Procedia 85 (January 2016): 399–407. http://dx.doi.org/10.1016/j.egypro.2015.12.219.

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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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Lech, Mariusz, Marek Bajda, and Katarzyna Markowska-Lech. "The use of resistivity and seismic cone penetration tests for site characterization." Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation 40, no. 1 (2008): 87–96. http://dx.doi.org/10.2478/v10060-008-0040-3.

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The use of resistivity and seismic cone penetration tests for site characterization The use of resistivity and seismic cone penetration tests for site characterization. Recent application of cone penetration tests to geotechnical and environmental site characterization has generated a wide collection of new sensors. This paper presents methods of interpreting geotechnical in situ investigations carried out by electrical resistivity (RCPT) and seismic (SCPT) cones. It contains some fundamental equations and the description of in situ electrical resistivity and shear wave velocity measurements a
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Dissertations / Theses on the topic "Seismic cone penetration test"

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Gillespie, Donald G. (Donald Gardner). "Evaluating shear wave velocity and pore pressure data from the seismic cone penetration test." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/30573.

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Recent developments in cone penetration testing have resulted in the addition of both pore pressure measurements and seismometers. The seismometers allow shear wave velocity testing to be performed at designated intervals. Both of these additions were researched to improve their application and interpretation. The significant factors effecting the pore pressure generated during cone penetration tests are discussed. The importance of various factors is especially dependent upon permeability, strength, and stiffness. For all sands tested, pore pressures lower than static were recorded behind th
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Liao, Tianfei. "Post processing of cone penetration data for assessing seismic ground hazards, with application to the New Madrid seismic zone." Diss., Available online, Georgia Institute of Technology, 2005, 2005. http://etd.gatech.edu/theses/available/etd-05042005-133640/.

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Thesis (Ph. D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2006.<br>Mayne, Paul W., Committee Chair ; Goldsman, David, Committee Member ; Lai, James, Committee Member ; Rix, Glenn J., Committee Member ; Santamarina, J. Carlos, Committee Member.
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Schneider, James A. "Liquefaction response of soils in Mid-America evaluated by seismic cone tests." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20147.

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Hatch, Mikayla Son. "Development of a Performance-Based Procedure to Predict Liquefaction-Induced Free-Field Settlements for the Cone Penetration Test." BYU ScholarsArchive, 2017. https://scholarsarchive.byu.edu/etd/6455.

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Liquefaction-induced settlements can cause a large economic toll on a region, from severe infrastructural damage, after an earthquake occurs. The ability to predict, and design for, these settlements is crucial to prevent extensive damage. However, the inherent uncertainty involved in predicting seismic events and hazards makes calculating accurate settlement estimations difficult. Currently there are several seismic hazard analysis methods, however, the performance-based earthquake engineering (PBEE) method is becoming the most promising. The PBEE framework was presented by the Pacific Earthq
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Coutu, Tyler Blaine. "Development of a Performance-Based Procedure for Assessment of Liquefaction-Induced Lateral Spread Displacements Using the Cone Penetration Test." BYU ScholarsArchive, 2017. https://scholarsarchive.byu.edu/etd/7216.

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Liquefaction-induced lateral spread displacements cause severe damage to infrastructure, resulting in large economic losses in affected regions. Predicting lateral spread displacements is an important aspect in any seismic analysis and design, and many different methods have been developed to accurately estimate these displacements. However, the inherent uncertainty in predicting seismic events, including the extent of liquefaction and its effects, makes it difficult to accurately estimate lateral spread displacements. Current conventional methods of predicting lateral spread displacements do
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McGillivray, Alexander Vamie. "Enhanced Integration of Shear Wave Velocity Profiling in Direct-Push Site Characterization Systems." Diss., Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/19714.

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Enhanced Integration of Shear Wave Velocity Profiling in Direct-Push Site Characterization Systems Alexander V. McGillivray 370 Pages Directed by Dr. Paul W. Mayne Shear wave velocity (VS) is a fundamental property of soils directly related to the shear stiffness at small-strains. Therefore, VS should be a routine measurement made during everyday site characterization. There are several lab and field methods for measuring VS, but the seismic piezocone penetration test (SCPTu) and the seismic dilatometer test (SDMT) are the most efficient means for profiling the small-strain stiffness in addi
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Butlanska, Joanna. "Cone penetration test in a virtual calibration chamber." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/279364.

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

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

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

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Books on the topic "Seismic cone penetration test"

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Mayne, Paul W. Cone penetration testing. Transportation Research Board, National Research Council, 2007.

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Construction Industry Research and Information Association., ed. Cone penetration testing: Methods and interpretation. Construction Industry Research and Information Association, 1987.

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Salgado, Rodrigo. Pile design based on cone penetration test results. Purdue University, [Joint Transportation Research Program, 1999.

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Frost, A. J. D. Uses and efficacy of the cone penetration test: Isleport Business Park. Middlesex Polytechnic, 1990.

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Carter, Robert R. Cone penetration testing for evaluating the liquefaction potential of sands. Geotechnical Services Branch, Research and Laboratory Services Division, U.S. Dept. of the Interior, Bureau of Reclamation, 1988.

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6

Coerts, Alfred. Analysis of static cone penetration test data for subsurface modelling: A methodology. Koninklijk Nederlands Aardrijkskundig Genootschap/Faculteit Ruimtelijke Wetenschappen Universiteit Utrecht, 1996.

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

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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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9

Ahmed, Intisab. Cone penetration test: Application to soil and cemented paste backfills. 2002.

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Piezocone and Cone Penetration Test (CPTu and CPT) Applications in Foundation Engineering. Elsevier, 2020. http://dx.doi.org/10.1016/c2017-0-04195-2.

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Book chapters on the topic "Seismic cone penetration test"

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Zhou, Jian, Xin Chen, Mingzhen Wang, Enming Li, Hui Chen, and Xiuzhi Shi. "Classification of Seismic-Liquefaction Potential Using Friedman’s Stochastic Gradient Boosting Based on the Cone Penetration Test Data." In Sustainable Civil Infrastructures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95768-5_7.

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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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Garziglia, S., N. Sultan, A. Cattaneo, et al. "Identification of Shear Zones and Their Causal Mechanisms Using a Combination of Cone Penetration Tests and Seismic Data in the Eastern Niger Delta." In Submarine Mass Movements and Their Consequences. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-3071-9_5.

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Zhang, Fuguang. "DEM Analysis of Cone Penetration Test in Sand." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_61.

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Jiang, M. J., Y. N. Shen, and C. Fu. "DEM Analysis of Inclined Cone Penetration Test in Structured Sand Ground." In Springer Proceedings in Physics. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-1926-5_77.

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Zhang, Zhongjie, and Mehmet T. Tumay. "Non-Traditional Approaches to Soil Classification Derived from the Cone Penetration Test." In Probabilistic Site Characterization at the National Geotechnical Experimentation Sites. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/9780784406694.ch07.

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More, Sachin K. "Interpretation of Static Cone Penetration Test with Triaxial Test to Determine Undrained Shear Strength of Clayey Soil." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_21.

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Mo, Pin-Qiang, Feng Gao, and Guoqing Zhou. "Magneto-Gravity Simulation of Cone Penetration Test in Cohesionless Soil Under Small Gravity Fields." In Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95645-9_1.

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Wang, De-yong, Sheng Chen, Xiao-cong Liang, and Hong-xing Zhou. "Application of Cone Penetration Test Technology in Whole Process Inspection of Reinforcing Hydraulic Fill Sand Foundation." In Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0122-3_17.

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Mahanta, Rupam, and R. K. Ghanekar. "Site-Specific Calibration of Nkt and N∆u Factors for Interpretation of Cone Penetration Test for Offshore Sites: A Case Study." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6086-6_10.

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Conference papers on the topic "Seismic cone penetration test"

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Cheng, Yuan, Songyu Liu, Zhibin Liu, and Guojun Cai. "Seismic Cone Penetration Test Assessment of Vibratory Probe Compaction for Liquefaction Mitigation." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.195.

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Brettmann, Tracy, Robert C. Gauer, and Recep Yilmaz. "Shear Wave Velocities of Gulf Coast Soils Determined from Crosshole and Seismic Cone Penetration Tests." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 1996. Environment and Engineering Geophysical Society, 1996. http://dx.doi.org/10.4133/1.2922324.

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Urbaitis, Donatas, Ieva Lekstutytė, and Domas Gribulis. "Overconsolidation Ratio Determination of Cohesive Soil." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.014.

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In order to evaluate overconsolidation ratio (OCR) of soil, the necessity to restore them as much as possible to in situ conditions appears, because sometimes when it is not taken into account, mistakes could be made while interpreting mechanical – strength properties of the soil. According to the work purpose, overconsolidation ratio of the investigated soil was set by performing odometer test and the obtained values were compared with the OCR calculated from cone and seismic penetration data. When the tests were performed and data analysed, it was found that OCR values depends on soil occura
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Jiang, Zhiyan, and Jeramy C. Ashlock. "Prediction of Three-Dimensional Dynamic Soil-Pile Group Interaction in Layered Soil by Boundary Element Analysis and Seismic Cone Penetration Tests." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481479.025.

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Inazaki, Tomio, and Naomi Kano. "Detailed Structural Survey Of The Shallow Part Of A Buried Active Fault Using Highresolution S-Wave Reflection And Seismic Cone Penetration Tests." In 13th EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems. European Association of Geoscientists & Engineers, 2000. http://dx.doi.org/10.3997/2214-4609-pdb.200.2000_138.

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Inazaki, Tomio, and Naomi Kano. "Detailed Structural Survey of the Shallow Part of a Buried Active Fault Using High‐Resolution S‐Wave Reflection and Seismic Cone Penetration Tests." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2000. Environment and Engineering Geophysical Society, 2000. http://dx.doi.org/10.4133/1.2922731.

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

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Sêco e Pinto, Pedro, Ricardo Oliveira, and Alexandre Portugal. "The Case of the New Tagus River Leziria Bridge." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.007.

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A brief description of the New Tagus River Leziria Bridge composed by 1695 m North Viaduct, by 970 m Main Bridge and by South Viaduct with a length of 9200 m is presented. The observed thickness of the foundation alluvia material varies between 35 m and 55 m with a maximum value of 62 m. Hundred eighteen boreholes were performed with a depth between 21 m and 71 m and eight boreholes were performed from a maritime platform. Standard penetration tests (SPT) were carried out in all boreholes 1.5 m apart. In addition CPTu tests, seismic cone tests, crosshole and downhole tests were performed. In t
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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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Moss, R. E. S., R. B. Seed, R. E. Kayen, J. P. Stewart, and K. Tokimatsu. "Probabilistic Liquefaction Triggering based on the Cone Penetration Test." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40779(158)23.

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Reports on the topic "Seismic cone penetration test"

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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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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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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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Woeller, D. J., J. A. Hunter, and J. L. Luternauer. Results of seismic cone penetration testing, Fraser River Delta, British Columbia, February-March 1994. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1994. http://dx.doi.org/10.4095/194776.

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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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