Works about SOIL liquefaction
Results: 1180
Report Calls for Improved Methods to Assess Earthquake-Caused Soil Liquefaction.
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- Concrete International, 2017, v. 39, n. 2, p. 12
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- Article
Optimized ensemble-classification for prediction of soil liquefaction with improved features.
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- Multimedia Tools & Applications, 2023, v. 82, n. 20, p. 31467, doi. 10.1007/s11042-023-14816-0
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Constitutive model parameters of concentrated bentonite suspensions modified with sodium pyrophosphate.
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- Journal of Materials Science, 2015, v. 50, n. 15, p. 5253, doi. 10.1007/s10853-015-9073-2
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Seismic gravelly soil liquefaction assessment based on dynamic penetration test using expanded case history dataset.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 10, p. 8159, doi. 10.1007/s10064-021-02423-y
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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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Influence of fines content on liquefaction from a critical state framework: the Christchurch earthquake case study.
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- Bulletin of Engineering Geology & the Environment, 2021, v. 80, n. 6, p. 4871, doi. 10.1007/s10064-021-02217-2
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Calibrating a standard penetration test based method for region-specific liquefaction potential assessment.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 10, p. 5185, doi. 10.1007/s10064-020-01815-w
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Experimental investigation on liquefaction and post-liquefaction deformation of stratified saturated sand under cyclic loading.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 5, p. 2313, doi. 10.1007/s10064-019-01696-8
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A novel experimental system for studying the sand liquefaction characteristics from macroscopic and microscopic points of view.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 4, p. 2131, doi. 10.1007/s10064-019-01672-2
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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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Wave and current-induced dynamic response in a multilayered poroelastic seabed.
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- Bulletin of Engineering Geology & the Environment, 2020, v. 79, n. 1, p. 11, doi. 10.1007/s10064-019-01553-8
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The mechanisms of a loess landslide triggered by diversion-based irrigation: a case study of the South Jingyang Platform, China.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 7, p. 4945, doi. 10.1007/s10064-019-01467-5
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Improving prediction of soil liquefaction using hybrid optimization algorithms and a fuzzy support vector machine.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 7, p. 4977, doi. 10.1007/s10064-018-01445-3
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Liquefaction potential of Agartala City in Northeast India using a GIS platform.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 4, p. 2919, doi. 10.1007/s10064-018-1287-5
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Evaluation of soil liquefaction potential using energy approach: experimental and statistical investigation.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 3, p. 1697, doi. 10.1007/s10064-017-1201-6
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Calibration of V<sub>s</sub>-based empirical models for assessing soil liquefaction potential using expanded database.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 2, p. 945, doi. 10.1007/s10064-017-1146-9
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Evolution of anti-liquefaction performance of foundation soils after dam construction.
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- Bulletin of Engineering Geology & the Environment, 2019, v. 78, n. 1, p. 641, doi. 10.1007/s10064-017-1147-8
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Liquefaction hazard mapping in the city of Boumerdès, Northern Algeria.
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- Bulletin of Engineering Geology & the Environment, 2018, v. 77, n. 4, p. 1473, doi. 10.1007/s10064-017-1137-x
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Patient rule-induction method for liquefaction potential assessment based on CPT data.
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- Bulletin of Engineering Geology & the Environment, 2018, v. 77, n. 2, p. 849, doi. 10.1007/s10064-016-0990-3
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Nonlinear standing wave-induced liquefaction in loosely deposited seabed.
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- Bulletin of Engineering Geology & the Environment, 2018, v. 77, n. 1, p. 205, doi. 10.1007/s10064-017-1038-z
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Predicting earthquake-induced soil liquefaction based on a hybridization of kernel Fisher discriminant analysis and a least squares support vector machine: a multi-dataset study.
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- Bulletin of Engineering Geology & the Environment, 2018, v. 77, n. 1, p. 191, doi. 10.1007/s10064-016-0924-0
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Random field characterization of CPTU soil behavior type index of Jiangsu quaternary soil deposits.
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- Bulletin of Engineering Geology & the Environment, 2017, v. 76, n. 1, p. 353, doi. 10.1007/s10064-016-0854-x
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Influence of soil liquefaction on the seismic response of a subway station in model tests.
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- Bulletin of Engineering Geology & the Environment, 2016, v. 75, n. 3, p. 1169, doi. 10.1007/s10064-015-0777-y
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Numerical simulation of the seismic liquefaction mechanism in an offshore loosely deposited seabed.
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- Bulletin of Engineering Geology & the Environment, 2016, v. 75, n. 3, p. 1183, doi. 10.1007/s10064-015-0803-0
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- Article
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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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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Assessment of the earthquake potential of the west Aegean region of Turkey based on seismicity, tectonics, crustal deformation and geo-archaeological evidence and its geotechnical aspects.
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- Bulletin of Engineering Geology & the Environment, 2015, v. 74, n. 3, p. 1037, doi. 10.1007/s10064-014-0684-7
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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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Geotechnical properties of Adapazari silt.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 4, p. 709, doi. 10.1007/s10064-012-0443-6
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Geotechnical aspects of the 2010 Darfield and 2011 Christchurch earthquakes, New Zealand, and geotechnical damage to structures and lifelines.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 4, p. 637, doi. 10.1007/s10064-012-0435-6
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Liquefaction potential and post-liquefaction settlement evaluations of the Chuoshui River Alluvial Fan in Taiwan.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 2, p. 325, doi. 10.1007/s10064-011-0390-7
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Computational fluid dynamics modeling of post-liquefaction soil flow using the volume of fluid method.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 2, p. 359, doi. 10.1007/s10064-011-0386-3
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Evaluating earthquake-induced liquefaction in the urban area of Larissa, Greece.
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- Bulletin of Engineering Geology & the Environment, 2011, v. 70, n. 1, p. 79, doi. 10.1007/s10064-010-0281-3
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Liquefaction potential at Izmit Bay: comparison of predicted and observed soil liquefaction during the Kocaeli earthquake.
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- Bulletin of Engineering Geology & the Environment, 2008, v. 67, n. 1, p. 1, doi. 10.1007/s10064-007-0105-2
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Liquefaction assessments by field-based methodologies: foundation soils at a dam site in Northeast Turkey.
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- Bulletin of Engineering Geology & the Environment, 2007, v. 66, n. 3, p. 361, doi. 10.1007/s10064-006-0071-0
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Assessment of liquefaction hazard along shoreline areas of Peninsular Malaysia.
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- Journal of the Association for Information Systems, 2017, v. 18, n. 11, p. 1853, doi. 10.1080/19475705.2017.1391882
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Soil liquefaction and subsidence disaster in İskenderun related to the 6 February 2023 Pazarcık (Mw: 7.7) and 20 February Defne (Mw: 6.4) earthquakes, Türkiye.
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- Turkish Journal of Earth Sciences, 2024, v. 33, p. 85, doi. 10.55730/1300-0985.1900
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SOIL LIQUEFACTION HAZARD ASSESSMENT OF DALAMAN RESIDENTIAL AREA.
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- Mugla Journal of Science & Technology, 2024, v. 10, n. 1, p. 72, doi. 10.22531/muglajsci.1452122
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SIMPLIFIED PROCEDURE FOR ESTIMATING SEISMIC PERMANENT SETTLEMENT IN A LAYERED LIQUEFIABLE GROUND.
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- Journal of GeoEngineering, 2024, v. 19, n. 2, p. 65, doi. 10.6310/jog.202406_19(2).2
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NUMERICAL AND EXPERIMENTAL STUDY ON THE BEHAVIOR OF PILES SUBJECTED TO LIQUEFACTION-INDUCED LATERAL SPREADING.
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- Journal of GeoEngineering, 2024, v. 19, n. 1, p. 47, doi. 10.6310/jog.202403_19(1).4
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PERFORMANCE OF HBF METHOD FOR SOIL LIQUEFACTION ASSESSMENT.
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- Journal of GeoEngineering, 2023, v. 18, n. 4, p. 195, doi. 10.6310/jog.202312_18(4).3
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TGS Geotechnical Lecture: PARTIAL IMPROVEMENT SCHEME FOR LIQUEFACTION MITIGATION.
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- Journal of GeoEngineering, 2023, v. 18, n. 4, p. 175, doi. 10.6310/jog.202312_18(4).1
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COMPARATIVE ANALYSIS OF QUANTITATIVE INDICES FOR EVALUATING THE LIQUEFACTION POTENTIAL OF MEDIUM-DENSE COHESIONLESS SOIL.
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- Journal of GeoEngineering, 2023, v. 18, n. 3, p. 93, doi. 10.6310/jog.202309_18(3).1
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RELATIONSHIP BETWEEN LIQUEFACTION POTENTIAL INDEX AND LIQUEFACTION PROBABILITY.
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- Journal of GeoEngineering, 2020, v. 15, n. 3, p. 135, doi. 10.6310/jog.202009_15(3).3
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A CASE STUDY ON SEISMIC RESPONSE ANALYSIS OF GROUND IMPROVED BY COMPACTION.
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- Journal of GeoEngineering, 2018, v. 13, n. 4, p. 197, doi. 10.6310/jog.201812_13(4).5
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2D Dynamic Numerical Modelling of a Tunnel - Soil - Building System Subjected to Seismic Loading.
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- Geotechnical Engineering (00465828), 2024, v. 55, n. 1, p. 65
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A Study on the Effect of Field Procedure Corrections of SPT-N Values on the Liquefaction Resistance of the Subsoil Strata along the Coastline of Visakhapatnam.
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- Geotechnical Engineering (00465828), 2023, v. 54, n. 3, p. 50
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- Article
Behaviour of Foundation Rested on Finite Saturated Salt-Encrusted Flat Soil (Sabkha) Improved by Cement Addition under Repeated Loading.
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- Geotechnical Engineering (00465828), 2022, v. 53, n. 2, p. 1
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Assessments of Soil Parameter Reduction Coefficients from One-Dimensional Ground Response Analyses.
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- Geotechnical Engineering (00465828), 2021, v. 52, n. 4, p. 70
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New Solutions to Geotechnical Challenges for Coastal Cities.
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- Geotechnical Engineering (00465828), 2021, v. 52, n. 1, p. 61
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