Works matching DE "CONE penetration tests"
Results: 484
Bayesian-Based Standard Values of Effective Friction Angle for Clayey Strata.
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- Symmetry (20738994), 2025, v. 17, n. 2, p. 176, doi. 10.3390/sym17020176
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Strength improvement in silty clay by microbial-induced calcite precipitation.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 8, p. 6359, doi. 10.1007/s10064-021-02308-0
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The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 6, p. 5053, doi. 10.1007/s10064-021-02250-1
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Cone penetration tests in dry and saturated Ticino sand.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 5, p. 4079, doi. 10.1007/s10064-021-02156-y
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A nonparametric approach for characterizing soil spatial variability based on cone penetration test data.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 2, p. 1073, doi. 10.1007/s10064-020-01976-8
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Effect of mineralogical composition related to profile depth on index and strength properties of regolith soil.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 2, p. 1791, doi. 10.1007/s10064-020-01968-8
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Regional assessment of prehistoric earthquake magnitudes in the South Carolina Coastal Plain.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 3, p. 1413, doi. 10.1007/s10064-019-01627-7
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Spatial probabilistic evaluation of offshore/nearshore sea bottom soils based on cone penetration tests.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 2, p. 971, doi. 10.1007/s10064-019-01608-w
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Efficiency of ambient vibration HVSR investigations in soil engineering studies: backfill study in the Algiers (Algeria) harbor container terminal.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 7, p. 4989, doi. 10.1007/s10064-018-01458-y
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Correlations of SPT, CPT and pressuremeter test data in alluvial soils. Case study: Tabriz Metro Line 2, Iran.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 7, p. 5067, doi. 10.1007/s10064-018-01456-0
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Estimating soil resistance at unsampled locations based on limited CPT data.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 5, p. 3637, doi. 10.1007/s10064-018-1318-2
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Predicting liquefaction probability based on shear wave velocity: an update.
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- Bulletin of Engineering Geology & the Environment, 2016, v. 75, n. 3, p. 1199, doi. 10.1007/s10064-016-0880-8
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Interpretation of cone resistance and pore-water pressure in clay with a modified spherical cavity expansion solution.
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- Bulletin of Engineering Geology & the Environment, 2016, v. 75, n. 1, p. 391, doi. 10.1007/s10064-015-0732-y
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Seismic liquefaction potential assessed by support vector machines approaches.
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- Bulletin of Engineering Geology & the Environment, 2016, v. 75, n. 1, p. 153, doi. 10.1007/s10064-015-0741-x
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The use of neural networks for CPT-based liquefaction screening.
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- Bulletin of Engineering Geology & the Environment, 2015, v. 74, n. 1, p. 103, doi. 10.1007/s10064-014-0606-8
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Evaluation of cementation of Jeju coastal sediments using in situ tests.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 3, p. 511, doi. 10.1007/s10064-012-0425-8
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Geotechnical Evaluation of Landslide Risks in Bali's Tourism Zones -- A Case Study from Candidasa, Bali, Indonesia.
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- Ecological Engineering & Environmental Technology (EEET), 2024, v. 25, n. 9, p. 81, doi. 10.12912/27197050/190207
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ON THE ASSESSMENT OF COMPRESSION AND SHEAR WAVE VELOCITIES VIA SEISMIC CONE PENETRATION TEST AND COMPARISONS WITH OTHER GEOPHYSICAL TESTS AT DIFFERENT SITES.
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- Journal of GeoEngineering, 2024, v. 19, n. 4, p. 160, doi. 10.6310/jog.202412_19(4).4
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USE OF CPT AND OTHER PARAMETERS FOR ESTIMATING SPT-N VALUE USING OPTIMISED MACHINE LEARNING MODELS.
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- Journal of GeoEngineering, 2024, v. 19, n. 2, p. 83, doi. 10.6310/jog.202406_19(2).4
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SITE CHARACTERIZATION OF LAUT ISLAND MARINE CLAY IN SOUTH KALIMANTAN USING CPTU.
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- Journal of GeoEngineering, 2024, v. 19, n. 2, p. 73, doi. 10.6310/jog.202406_19(2).3
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SPT AND CPT CORRELATIONS FOR JOLSHIRI AREA OF DHAKA RECLAIMED BY DREDGED RIVER SEDIMENTS.
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- Journal of GeoEngineering, 2023, v. 18, n. 4, p. 225, doi. 10.6310/jog.202312_18(4).6
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PROJECT DEEPGEO--DATA-DRIVEN 3D SUBSURFACE MAPPING.
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- Journal of GeoEngineering, 2021, v. 16, n. 2, p. 61, doi. 10.6310/jog.202106_16(2).2
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RE-PENETRATION OF A SPUDCAN ON SAND NEAR AN EXISTING FOOTPRINT.
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- Journal of GeoEngineering, 2019, v. 14, n. 3, p. 141, doi. 10.6310/jog.201909_14(3).3
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AN IMPROVEMENT IN THE DETERMINATION OF END BEARING CAPACITY OF DRILLED SHAFTS IN SAND.
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- Journal of GeoEngineering, 2019, v. 14, n. 2, p. 109, doi. 10.6310/jog.201906_14(2).6
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EVALUATING DEGREE OF COMPACTION OF LEVEES USING CONE PENETRATION TESTING.
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- Journal of GeoEngineering, 2018, v. 13, n. 3, p. 121, doi. 10.6310/jog.201809_13(3).4
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EMPIRICAL RELATIONSHIPS OF CPTu RESULTS AND UNDRAINED SHEAR STRENGTH.
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- Journal of GeoEngineering, 2018, v. 13, n. 2, p. 49, doi. 10.6310/jog.201806_13(2).1
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Ground Improvement in Loose Sandy Soils through Dynamic Replacement.
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- Geotechnical Engineering (00465828), 2023, v. 54, n. 4, p. 42
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CPT & SPT Tests in Assessing Liquefaction Potential.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 4, p. 61
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P-Cone: A Novel Cone Penetration Test Device for Deep Foundation Design.
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- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 47
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Shaft Resistance of Shaft-grouted Bored Piles and Barrettes Recently Constructed in Ho Chi Minh City.
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- Geotechnical Engineering (00465828), 2019, v. 50, n. 3, p. 155
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PREFACE.
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- Geotechnical Engineering (00465828), 2019, v. 50, n. 1, p. 28
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Field Response of an Instrumented Dyke Subjected to Rainfall.
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- Geotechnical Engineering (00465828), 2019, v. 50, n. 1, p. 81
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Reconnaissance on Liquefaction-induced Flow Failure Caused by the 2018 Mw 7.5 Sulawesi Earthquake, Palu, Indonesia.
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- Journal of Engineering & Technological Sciences, 2020, v. 52, n. 1, p. 51, doi. 10.5614/j.eng.technol.sci.2020.52.1.4
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ASSESSMENT AND VERIFICATION OF CORRELATIONS IN CPTU TESTING ON THE EXAMPLE OF SOIL FROM THE WROCLAW SURROUNDINGS (POLAND).
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- Archives of Mining Sciences, 2021, v. 66, n. 2, p. 313, doi. 10.24425/ams.2021.137464
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Analytical analysis of spherical cavity expansion considering particle breakage effect of sand and its application for CPT tests.
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- European Journal of Environmental & Civil Engineering, 2024, v. 28, n. 10, p. 2291, doi. 10.1080/19648189.2024.2314101
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Study of cone penetration test in granular soil considering realistic particle shapes by discrete element method in 3D.
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- European Journal of Environmental & Civil Engineering, 2023, v. 27, n. 16, p. 4629, doi. 10.1080/19648189.2023.2194955
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A review of different pile design approaches in chalk used in France and the UK: case studies from French sites.
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- European Journal of Environmental & Civil Engineering, 2022, v. 26, n. 10, p. 4432, doi. 10.1080/19648189.2020.1854124
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Estimation of mechanical parameters of Tongji-1 lunar soil simulant based on cone penetration test.
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- European Journal of Environmental & Civil Engineering, 2022, v. 26, n. 1, p. 393, doi. 10.1080/19648189.2019.1674697
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Temperature effects and heat transfer in granular soils by discrete element modeling of CPT.
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- European Journal of Environmental & Civil Engineering, 2021, v. 25, n. 5, p. 835, doi. 10.1080/19648189.2018.1548740
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Assessment of soil classification based on cone penetration test data for Kaifeng area using optimized support vector machine.
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- Scientific Reports, 2025, v. 15, n. 1, p. 1, doi. 10.1038/s41598-024-84632-5
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Spatial variability of seabed liquefaction in the Yellow River Subaquatic Delta based on CPT.
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- Marine Georesources & Geotechnology, 2024, v. 42, n. 10, p. 1487, doi. 10.1080/1064119X.2023.2283818
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Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations.
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- Marine Georesources & Geotechnology, 2024, v. 42, n. 10, p. 1428, doi. 10.1080/1064119X.2023.2280989
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Spatial distribution characteristics of soil liquefaction potential in the Yellow River Subaquatic Delta, China.
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- Marine Georesources & Geotechnology, 2024, v. 42, n. 4, p. 420, doi. 10.1080/1064119X.2023.2194876
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CPT-Based evaluation of sediment characteristics and effective internal friction angle in the yellow river estuary.
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- Marine Georesources & Geotechnology, 2022, v. 40, n. 9, p. 1108, doi. 10.1080/1064119X.2021.1968552
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Semi-empirical correlation of shear wave velocity prediction in the Yellow River Delta based on CPT.
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- Marine Georesources & Geotechnology, 2022, v. 40, n. 4, p. 487, doi. 10.1080/1064119X.2021.1913458
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CPT-based analysis of structured soil characteristics and liquefaction failure of the Yellow River Subaquatic Delta.
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- Marine Georesources & Geotechnology, 2022, v. 40, n. 3, p. 308, doi. 10.1080/1064119X.2021.1891589
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Evaluation of the soil characteristic parameters of the Yellow River Subaqueous Delta using CPT.
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- Marine Georesources & Geotechnology, 2022, v. 40, n. 1, p. 1, doi. 10.1080/1064119X.2020.1853287
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Assessing relative density of carbonate granular soil via dynamic cone penetration field and model tests.
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- Marine Georesources & Geotechnology, 2021, v. 39, n. 12, p. 1472, doi. 10.1080/1064119X.2020.1850950
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Relevant data-based approach upon reliable safety factor for pile axial capacity.
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- Marine Georesources & Geotechnology, 2021, v. 39, n. 11, p. 1373, doi. 10.1080/1064119X.2020.1841861
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Influence of sample conditions on shear wave velocity measurements in a sedimentary stiff clay.
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- Marine Georesources & Geotechnology, 2021, v. 39, n. 4, p. 448, doi. 10.1080/1064119X.2020.1711833
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