Works matching DE "SHALLOW foundations"
Results: 373
Application of discontinuity layout optimization method to bearing capacity of shallow foundations on rock masses.
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- ZAMM -- Journal of Applied Mathematics & Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 2021, v. 101, n. 10, p. 1, doi. 10.1002/zamm.201900192
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Settlement Prediction of Shallow Foundations on Granular Soils using Multi Expression Programming (MEP).
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- Ferdowsi Civil Engineering, 2021, v. 34, n. 1, p. 130
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O USO DO RADIER COMO SOLUÇÃO CONSTRUTIVA DE FUNDAÇÃO PARA A CONTRUÇÃO DE UMA TORRE TELEFÔNICA NA CIDADE DE MANAUS-AM: ESTUDO DE CASO.
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- Revista Foco (Interdisciplinary Studies Journal), 2024, v. 17, n. 10, p. 1, doi. 10.54751/revistafoco.v17n10-119
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Numerical Simulation of Pore Water Pressure Variation of Building Foundation in Shallow Coastal Waters.
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- Journal of Coastal Research, 2022, v. 93, p. 257, doi. 10.2112/SI93-034.1
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Numerical Simulation of Pore Water Pressure Variation of Building Foundation in Shallow Coastal Waters.
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- Journal of Coastal Research, 2019, v. 93, p. 257, doi. 10.2112/SI93-034.1
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Numerical Simulation of Pore Water Pressure Variation of Building Foundation in Shallow Coastal Waters.
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- Journal of Coastal Research, 2019, v. 93, p. 257, doi. 10.2112/SI93-034.1
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PROBABILISTIC ANALYSIS OF BEARING CAPACITY OF SHALLOW FOUNDATIONS USING THREE-DIMENSIONAL LIMIT ANALYSES.
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- International Journal of Computational Methods, 2014, v. 11, n. 2, p. -1, doi. 10.1142/S0219876213420085
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Settlement analysis of shallow strip footing under combined static and cyclic loadings.
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- Australian Journal of Civil Engineering, 2024, v. 22, n. 2, p. 163, doi. 10.1080/14488353.2022.2145693
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GIS-based mapping of geotechnical and geophysical properties of Lahore soils.
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- Environmental Earth Sciences, 2023, v. 82, n. 22, p. 1, doi. 10.1007/s12665-023-11201-w
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Geospatial and statistical interpolation of geotechnical data for modeling zonation maps of Islamabad, Pakistan.
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- Environmental Earth Sciences, 2022, v. 81, n. 24, p. 1, doi. 10.1007/s12665-022-10669-2
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Geoengineering characteristics modeling of Eocene limestone beds of the upper plateau of Mokattam area, Egypt using GIS techniques.
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- Environmental Earth Sciences, 2022, v. 81, n. 3, p. 1, doi. 10.1007/s12665-022-10178-2
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Soil Stabilization Using Geopolymer Mortar.
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- IUP Journal of Structural Engineering, 2022, v. 15, n. 4, p. 20
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Geotechnical Approach to Foundation Design.
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- IUP Journal of Structural Engineering, 2022, v. 15, n. 4, p. 7
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Class-A prediction of three-sided reinforced concrete culverts and numerical investigation of the supporting strip footing geometry effect.
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- Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance, 2023, v. 19, n. 8, p. 1091, doi. 10.1080/15732479.2021.2003409
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Safety Assessment of Shallow Foundations Resting on Sandy Soils with Correlated Parameters.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2020, v. 45, n. 5, p. 3829, doi. 10.1007/s13369-019-04264-0
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Reliability Analysis-Based Stress Intensity Factors and Biaxiality Rates for Shallow Cracked Foundations in Interaction with Elasto-Plastic Soils.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2019, v. 44, n. 10, p. 8931, doi. 10.1007/s13369-019-03926-3
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Transparent Sand Experimental Method for Geotechnical Physical Modeling Using Digital Imaging of Particle Image Velocimetry.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2018, v. 43, n. 4, p. 2013, doi. 10.1007/s13369-017-2874-7
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Mechanical analysis of eight-legged temporary support structure under wave forces.
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- PLoS ONE, 2023, v. 18, n. 11, p. 1, doi. 10.1371/journal.pone.0277353
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Investigating the effects of inelastic soil–foundation interface response on the seismic demand of soil–structure systems.
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- Canadian Journal of Civil Engineering, 2021, v. 48, n. 2, p. 202, doi. 10.1139/cjce-2020-0059
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Reliability analysis of shallow foundation using the important-region-based method.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2025, v. 19, n. 1, p. 205, doi. 10.1080/17499518.2024.2359952
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A case study of resistance factors for bearing capacity of shallow foundations using plate load test data in Korea.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2023, v. 17, n. 3, p. 490, doi. 10.1080/17499518.2022.2149814
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Load and resistance factor design versus reliability-based design of shallow foundations.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2023, v. 17, n. 2, p. 277, doi. 10.1080/17499518.2022.2083179
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Reliability-based design in spatially variable soils using deep learning: an illustration using shallow foundation.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2023, v. 17, n. 2, p. 423, doi. 10.1080/17499518.2022.2083178
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Experimental study of a shallow foundation on spatially variable soils.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2022, v. 16, n. 2, p. 225, doi. 10.1080/17499518.2020.1806333
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Model uncertainties in foundation design: by Chong Tang and Kok-Kwang Phoon, Boca Raton, CRC Press, Taylor and Francis Group, 1st edition, 2021, 522 pages, ISBN 978-0-429-02499-3.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2021, v. 15, n. 4, p. 336, doi. 10.1080/17499518.2021.1952614
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Uncertainty quantification in the bearing capacity estimation for shallow foundations in sandy soils.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2021, v. 15, n. 3, p. 182, doi. 10.1080/17499518.2020.1753782
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Deterministic and probabilistic analyses of the 3D response of masonry buildings to imposed settlement troughs.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2020, v. 14, n. 4, p. 260, doi. 10.1080/17499518.2019.1658880
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Probabilistic comparative analysis between design rules of a shallow foundation safety.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2020, v. 14, n. 2, p. 128, doi. 10.1080/17499518.2019.1598561
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Probability-based derivation of resistance factors for bearing capacity prediction of shallow foundations under combined loading.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2019, v. 13, n. 4, p. 284, doi. 10.1080/17499518.2019.1633581
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Spotlight article “characterization of geotechnical model uncertainty”.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2019, v. 13, n. 2, p. 99, doi. 10.1080/17499518.2019.1586314
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THE PLASTIC ZONE OF CLAY UNDER FOUNDATION LOAD: AN EXPERIMENTAL AND NUMERICAL ANALYSIS.
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- International Journal of Simulation Modelling (IJSIMM), 2023, v. 22, n. 1, p. 145, doi. 10.2507/IJSIMM22-1-CO3
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Numerical Modelling of Shallow Foundations on Expansive Shale: A Case Study of Jamshoro, Pakistan.
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- Baltica, 2022, v. 35, n. 1, p. 80, doi. 10.5200/baltica.2022.1.7
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Practical Calculus Methods for Flexural Response of Shallow Beam Foundation.
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- ACI Structural Journal, 2021, v. 118, n. 4, p. 45, doi. 10.14359/51732642
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Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 6, p. 1634, doi. 10.1002/nag.3699
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A limit analysis approach to uplift bearing capacity of shallow plate anchors in marine environments.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 4, p. 1060, doi. 10.1002/nag.3676
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A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 16, p. 2872, doi. 10.1002/nag.3605
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A theoretical and practical framework based on plasticity theory for the drained behavior of single and multiple shallow footings.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 16, p. 2872, doi. 10.1002/nag.3605
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An adaptive finite‐unit method for simulating frequency‐dependent responses of shallow foundations in layered soil under vertical dynamic loads.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2021, v. 45, n. 18, p. 2756, doi. 10.1002/nag.3285
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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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LIMIT STATES OF SHALLOW BRIDGE FOUNDATIONS WITH SHEET PILING COVERS.
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- Baltic Journal of Road & Bridge Engineering (RTU Publishing House), 2024, v. 19, n. 1, p. 162, doi. 10.7250/bjrbe.2024-19.632
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Effect of uncertainties in prediction models of shallow and deep foundations.
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- Engineering & Applied Science Research, 2023, v. 50, n. 6, p. 561, doi. 10.14456/easr.2023.58
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Numerical Simulation of Waves Propagated from Driven Piles to Nearby Structures in Basra Soil.
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- Mathematical Modelling of Engineering Problems, 2024, v. 11, n. 11, p. 2967, doi. 10.18280/mmep.111109
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Settlement Prediction of Footings Using V<sub>S</sub>.
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- Applied Sciences (2076-3417), 2017, v. 7, n. 11, p. 1105, doi. 10.3390/app7111105
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Properties of Lime-Cement Concrete Containing Various Amounts of Waste Tire Powder under Different Ground Moisture Conditions.
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- Polymers (20734360), 2022, v. 14, n. 3, p. 482, doi. 10.3390/polym14030482
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Bearing Characteristics of Moso Bamboo Micropile-Composite Soil Nailing System in Soft Soil Areas.
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- Advances in Materials Science & Engineering, 2020, p. 1, doi. 10.1155/2020/3204285
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An Experimental Study on the Ecological Support Model of Dentate Row Piles.
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- Advances in Materials Science & Engineering, 2020, p. 1, doi. 10.1155/2020/6428032
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Analysis of the Bearing Characteristics of Single Piles under Vertical and Torsional Combined Loads.
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- Advances in Civil Engineering, 2021, p. 1, doi. 10.1155/2021/8896673
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Ultimate Bearing Capacity of Strip Foundations in Unsaturated Soils considering the Intermediate Principal Stress Effect.
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- Advances in Civil Engineering, 2020, p. 1, doi. 10.1155/2020/8854552
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Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model.
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- Advances in Civil Engineering, 2020, p. 1, doi. 10.1155/2020/9617287
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Shallow Foundation Settlement Quantification: Application of Hybridized Adaptive Neuro-Fuzzy Inference System Model.
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- Advances in Civil Engineering, 2020, p. 1, doi. 10.1155/2020/7381617
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