Works matching DE "CONE penetration tests"
Results: 482
Discrete element modeling of planetary ice analogs: mechanical behavior upon sintering.
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- Granular Matter, 2022, v. 24, n. 1, p. 1, doi. 10.1007/s10035-021-01167-6
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DEM modelling of cone penetration tests in lunar soil.
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- Granular Matter, 2022, v. 24, n. 1, p. 1, doi. 10.1007/s10035-021-01142-1
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2D DEM analysis of the interactions between bio-inspired geo-probe and soil during inflation–deflation cycles.
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- Granular Matter, 2020, v. 22, n. 1, p. 1, doi. 10.1007/s10035-019-0974-7
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Stratigraphic model of the Quaternary sediments of the Western Irish Sea Mud Belt from core, geotechnical and acoustic data.
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- Geo-Marine Letters, 2019, v. 39, n. 3, p. 223, doi. 10.1007/s00367-019-00569-z
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Automatic Method of Soil Layers Division Using Double Bridge Static Cone Penetration Test Data based on Support Vector Machine.
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- Railway Investigation & Surveying, 2023, v. 49, n. 4, p. 90, doi. 10.19630/j.cnki.tdkc.202208230001
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Developments in the seismic CPT and links to the Ménard Pressuremeter Test.
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- Revue Française de Géotechnique, 2023, n. 175, p. 1, doi. 10.1051/geotech/2023010
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Estimation of bedrock depth for a part of Garhwal Himalayas using two different geophysical techniques.
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- Geoscience Letters, 2018, v. 5, n. 1, p. 0, doi. 10.1186/s40562-018-0108-9
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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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Predicting Earthquake-Induced Soil Liquefaction Based on Machine Learning Classifiers: A Comparative Multi-Dataset Study.
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- International Journal of Computational Methods, 2022, v. 19, n. 8, p. 1, doi. 10.1142/S0219876221420044
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Cone penetration model test of xanthan gum-treated sand based on particle image velocimetry technology and its bearing capacity prediction model.
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- Environmental Earth Sciences, 2025, v. 84, n. 1, p. 1, doi. 10.1007/s12665-024-12025-y
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Field and laboratory estimation of thermal conductivity of unsaturated soils using thermal cone penetration test (T-CPT).
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- Environmental Earth Sciences, 2024, v. 83, n. 18, p. 1, doi. 10.1007/s12665-024-11835-4
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Comparison of saturated hydraulic conductivity estimated by empirical, hydraulic and numerical modeling methods at different scales in a coastal sand aquifer in Northern Ireland.
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- Environmental Earth Sciences, 2023, v. 82, n. 13, p. 1, doi. 10.1007/s12665-023-11019-6
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The evaluation of artificial filling in loess areas by in-situ tests based on statistical analysis.
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- Environmental Earth Sciences, 2021, v. 80, n. 12, p. 1, doi. 10.1007/s12665-021-09729-w
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Assessing the Effect of Density and Water Level on the Degree of Compaction of Sand Using Dynamic Cone Penetration Test.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2019, v. 44, n. 5, p. 4921, doi. 10.1007/s13369-018-3641-0
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Combining portable cone penetration test and electrical resistivity tomography to assess residual risks after shallow landslides: a case at the Hokkaido Eastern Iburi earthquake in 2018 in Japan.
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- Landslides, 2023, v. 20, n. 10, p. 2171, doi. 10.1007/s10346-023-02098-4
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The Sibalaya flowslide initiated by the 28 September 2018 MW 7.5 Palu-Donggala, Indonesia earthquake.
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- Landslides, 2020, v. 17, n. 8, p. 1925, doi. 10.1007/s10346-020-01354-1
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Geophysical features of shallow landslides induced by the 2015 Kanto-Tohoku heavy rain in Kanuma city, Tochigi Prefecture, Japan.
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- Landslides, 2019, v. 16, n. 12, p. 2469, doi. 10.1007/s10346-019-01252-1
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Dynamics of Bottom Boundary Layers in the Yellow River Subaqueous Delta Based on Long-Term In-Situ Observations.
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- Acta Geologica Sinica (English Edition), 2017, v. 91, n. 1, p. 369, doi. 10.1111/1755-6724.13095
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A new SPT-CPT correlation by statistical analysis based on a database from Anhui, China.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2024, v. 18, n. 4, p. 838, doi. 10.1080/17499518.2024.2379965
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Risk-informed adaptive sampling strategy for liquefaction severity mapping.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2024, v. 18, n. 2, p. 526, doi. 10.1080/17499518.2023.2225165
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A new approach to constructing SPT-CPT correlation for sandy soils.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2023, v. 17, n. 2, p. 406, doi. 10.1080/17499518.2022.2083177
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Benchmark examples for data-driven site characterisation.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2022, v. 16, n. 4, p. 599, doi. 10.1080/17499518.2022.2025541
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Probabilistic assignment of effective friction angles of sands and silty sands FROM CPT using quantile regression.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2019, v. 13, n. 4, p. 271, doi. 10.1080/17499518.2019.1663388
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Failure analysis of CPT-based direct methods for axial capacity of driven piles in sand.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2019, v. 13, n. 1, p. 1, doi. 10.1080/17499518.2018.1478105
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Non-stationary realisation of CPT data: considering lithological and inherent heterogeneity.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2018, v. 12, n. 4, p. 265, doi. 10.1080/17499518.2018.1447675
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Cone penetration data classification with Bayesian Mixture Analysis.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2016, v. 10, n. 1, p. 27, doi. 10.1080/17499518.2015.1072637
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On the estimation of scale of fluctuation in geostatistics.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2014, v. 8, n. 2, p. 129, doi. 10.1080/17499518.2013.871189
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CPT-based probabilistic evaluation of seismic soil liquefaction potential using multi-gene genetic programming.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2014, v. 8, n. 1, p. 14, doi. 10.1080/17499518.2013.845720
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Variability of strength and deformation properties in lime–cement columns evaluated from CPT and KPS measurements.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2013, v. 7, n. 1, p. 21, doi. 10.1080/17499518.2013.763571
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A performance-based framework for assessing liquefaction potential based on CPT data.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2012, v. 6, n. 3, p. 177, doi. 10.1080/17499518.2012.658323
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Load-displacement uncertainty of vertically loaded shallow footings on sands and effects on probabilistic settlement estimation.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2012, v. 6, n. 1, p. 50, doi. 10.1080/17499518.2011.626333
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Employing a genetic algorithm and grey wolf optimizer for optimizing RF models to evaluate soil liquefaction potential.
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- Artificial Intelligence Review, 2022, v. 55, n. 7, p. 5673, doi. 10.1007/s10462-022-10140-5
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Identification of geotechnical units in soil exploration through principal component analysis and clustering.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 6, p. 1681, doi. 10.1002/nag.3704
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Interpretation of CPT in unsaturated sands under drained conditions: A numerical study.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2021, v. 45, n. 18, p. 2732, doi. 10.1002/nag.3284
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Analysis of dynamic spherical cavity expansion in undrained modified Cam Clay soil.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2019, v. 43, n. 9, p. 1686, doi. 10.1002/nag.2909
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Two‐dimensional elastoplastic analysis of cylindrical cavity problems in Tresca materials.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2019, v. 43, n. 8, p. 1612, doi. 10.1002/nag.2925
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Exact solution for drained spherical cavity expansion in saturated soils of finite radial extent.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2019, v. 43, n. 8, p. 1594, doi. 10.1002/nag.2924
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Density and undrained shear strength of bed sediment from ND-CPT.
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- Ocean Dynamics, 2013, v. 63, n. 5, p. 507, doi. 10.1007/s10236-013-0609-1
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Correlation between SPT and CPT for Sandy Soils in Port Sudan City using the Linear Regression Model.
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- African Journal of Engineering & Technology, 2022, v. 2, n. 1, p. 1, doi. 10.47959/AJET.2021.1.1.7
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Taşıma Gücü Düşük Farklı Zeminlerde CPT Değerlerine Göre Yüzeysel Temel Tasarımı.
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- International Journal of Engineering Research & Development (IJERAD), 2023, v. 15, n. 3, p. 270, doi. 10.29137/umagd.1370297
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ANALYSIS OF PHYSICAL AND MECHANICAL SOIL PROPERTIES DETERMINED USING INTERPRETATIONS OF DILATOMETRIC TEST (DMT) AND CONE PENETRATION TEST (CPT) METHODS.
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- Baltic Journal of Road & Bridge Engineering (RTU Publishing House), 2023, v. 18, n. 2, p. 223, doi. 10.7250/bjrbe.2023-18.605
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DETERMINISTIC AND PROBABILISTIC ANALYSES OF THE BEARING CAPACITY OF SCREW CAST IN SITU DISPLACEMENT PILES IN SILTY SOILS AS MEASURED BY CPT AND SDT.
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- Baltic Journal of Road & Bridge Engineering (RTU Publishing House), 2023, v. 18, n. 2, p. 99, doi. 10.7250/bjrbe.2023-18.600
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INDIRECT DETERMINATION OF SOIL YOUNG'S MODULUS IN LITHUANIA USING CONE PENETRATION TEST DATA.
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- Baltic Journal of Road & Bridge Engineering (RTU Publishing House), 2022, v. 17, n. 2, p. 1, doi. 10.7250/bjrbe.2022-17.558
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DETERMINING SOIL MOISTURE CONTENT AND MATERIAL PROPERTIES WITH DYNAMIC CONE PENETROMETER.
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- Baltic Journal of Road & Bridge Engineering (RTU Publishing House), 2020, v. 15, n. 5, p. 136, doi. 10.7250/bjrbe.2020-15.511
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Comparative Study on Bearing Capacity of Unsaturated Cohesive Soil at High Plateau Airport.
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- Polish Journal of Environmental Studies, 2024, v. 33, n. 3, p. 2603, doi. 10.15244/pjoes/175058
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Initial Results of a new Free Fall-Cone Penetrometer (FF-CPT) for geotechnical in situ characterisation of soft marine sediments.
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- Norwegian Journal of Geology / Norsk Geologisk Forening, 2006, v. 86, n. 3, p. 199
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The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake.
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- Earth, Planets & Space, 2017, v. 69, n. 1, p. 1, doi. 10.1186/s40623-017-0693-4
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- Article
ASSESSMENT OF DIFFERENT METHODS FOR DESIGNING BORED PILES.
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- Engineering Structures & Technology / Statybines Konstrukcijos ir Technologijos, 2012, v. 4, n. 1, p. 7, doi. 10.3846/2029882X.2012.676326
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- Article
Relationship between the Shear Strength and the Depth of Cone Penetration in Fall Cone Tests.
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- Advances in Civil Engineering, 2020, p. 1, doi. 10.1155/2020/8850430
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- Article
Relationship between the Shear Strength and the Depth of Cone Penetration in Fall Cone Tests.
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- Advances in Civil Engineering, 2020, p. 1, doi. 10.1155/2020/8850430
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- Article