Works matching DE "SOIL consolidation"
Results: 599
Existence and uniqueness of a solution of the problem with free boundary in the theory of filtration consolidation of soils with regard for the influence of technogenic factors.
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- Journal of Mathematical Sciences, 2015, v. 207, n. 1, p. 59, doi. 10.1007/s10958-015-2355-z
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制样方法对软土力学特性影响的试验研究.
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- Fly Ash Comprehensive Utilization, 2023, v. 37, n. 2, p. 68, doi. 10.19860/j.cnki.issn1005-8249.2023.02.011
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Experimental Study on Surface Moraine Solidified by Sodium Silicate-Curing Agent.
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- Nonferrous Metals Engineering, 2023, v. 13, n. 10, p. 118, doi. 10.3969/j.issn.2095-1744.2023.10.014
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Effects of municipal wastewater on soil chemical properties in cultivating turfgrass using subsurface drip irrigation.
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- Journal of Plant Nutrition, 2017, v. 40, n. 8, p. 1133, doi. 10.1080/01904167.2016.1264422
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Vegetation Succession and Impacts of Biointrusion on Covers Used to Limit Acid Mine Drainage.
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- Journal of Environmental Quality, 2011, v. 40, n. 1, p. 133, doi. 10.2134/jeq2010.0051
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Correlation between mineral elements in soil with chemical composition and smoking quality of tobacco.
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- Research on Crops, 2015, v. 16, n. 4, p. 772, doi. 10.5958/2348-7542.2015.00110.2
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Numerical Solutions for Consolidation of Under-Consolidated Dredger Fill under Vacuum Preloading.
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- Journal of Coastal Research, 2015, v. 73, p. 277, doi. 10.2112/SI73-049.1
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Land Subsidence as a Result of Sediment Consolidation in the Yellow River Delta.
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- Journal of Coastal Research, 2007, v. 23, n. 1, p. 173
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Chemical composition of water-soluble fraction in soils on glaciolacustrine deposits of the Russian Plain.
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- Eurasian Soil Science, 2016, v. 49, n. 6, p. 622, doi. 10.1134/S1064229316060089
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Evaluation of pedotransfer functions for estimating the soil water retention points.
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- Eurasian Soil Science, 2016, v. 49, n. 6, p. 652, doi. 10.1134/S1064229316060028
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Evaluation of Lateral and Axial Deformation for Earth Pressure Balance (EPB) Tunnel Construction Using 3-Dimension Finite Element Method.
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- Journal of Engineering & Technological Sciences, 2021, v. 53, n. 5, p. 1, doi. 10.5614/j.eng.technol.sci.2021.53.5.3
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Experimental Study on Undrained Shear Properties of Saline Soil under Freeze-Thaw Cycles.
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- Geofluids, 2021, p. 1, doi. 10.1155/2021/9987414
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A General Analytical Solution for Axisymmetric Consolidation of Unsaturated Soil with Impeded Drainage Boundaries.
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- Geofluids, 2021, p. 1, doi. 10.1155/2021/4610882
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Study on Water Characteristic Curve and Shear Characteristics of Typical Unsaturated Silty Clay in Shaoxing.
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- Geofluids, 2021, p. 1, doi. 10.1155/2021/5510535
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Synthesis of New Fixings of Mobile Sands.
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- Alinteri Journal of Agriculture Sciences, 2021, v. 36, n. 1, p. 356, doi. 10.47059/alinteri/V36I1/AJAS21053
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Time Effects on Settlement of Rigid Pile Composite Foundation: Simplified Models.
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- International Journal of Computational Methods, 2018, v. 15, n. 7, p. N.PAG, doi. 10.1142/S0219876218500664
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A SEMI-ANALYTICAL SOLUTION FOR CONSOLIDATION AROUND A SPHERICAL CAVITY IN AN ELASTO-PLASTIC MEDIUM AND ITS POTENTIAL APPLICATION FOR TUNNELING.
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- International Journal of Computational Methods, 2014, v. 11, n. 2, p. -1, doi. 10.1142/S0219876213420103
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Crack evolution patterns and closing mechanisms in expansive soils with different compaction degrees under wet–dry cycles.
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- Environmental Earth Sciences, 2025, v. 84, n. 2, p. 1, doi. 10.1007/s12665-024-12082-3
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Calculation model for settlement of soft soil foundation with continuous drainage boundary considering the Hansbo's flow law and the linear load.
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- Environmental Earth Sciences, 2024, v. 83, n. 20, p. 1, doi. 10.1007/s12665-024-11878-7
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Land subsidence resulting from reservoir overexploitation and karez collapse in Mastung and Quetta districts, Baluchistan, Pakistan.
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- Environmental Earth Sciences, 2024, v. 83, n. 16, p. 1, doi. 10.1007/s12665-024-11774-0
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Land subsidence resulting from reservoir overexploitation and karez collapse in Mastung and Quetta districts, Baluchistan, Pakistan.
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- Environmental Earth Sciences, 2024, v. 83, n. 16, p. 1, doi. 10.1007/s12665-024-11774-0
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Study on influencing factors and mechanism of land subsidence in delta resource exploitation area of Shengli oilfield.
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- Environmental Earth Sciences, 2024, v. 83, n. 9, p. 1, doi. 10.1007/s12665-024-11580-8
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Surface subsidence disasters over Xuzhou city, China 2014–2018 revealed by InSAR and Peck model.
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- Environmental Earth Sciences, 2023, v. 82, n. 11, p. 1, doi. 10.1007/s12665-023-10937-9
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Anti-wind erosion and anti-dust mechanisms of microbial consolidation of bare soil.
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- Environmental Earth Sciences, 2021, v. 80, n. 21, p. 1, doi. 10.1007/s12665-021-09977-w
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Control of deformation of buildings affected by subsidence using persistent scatterer interferometry.
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- Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance, 2013, v. 9, n. 2, p. 188, doi. 10.1080/15732479.2010.519710
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Analytical solution for one-dimensional consolidation of double-layered soil with exponentially time-growing drainage boundary.
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- International Journal of Distributed Sensor Networks, 2018, v. 14, n. 12, p. 1, doi. 10.1177/1550147718806716
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IMPROVED ANALYTICAL SOLUTIONS FOR HYDRAULIC GRADIENT DISTRIBUTIONS OF A SPECIMEN IN A CONSOLIDATION TEST.
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- International Journal of Organizational Innovation, 2018, v. 10, n. 4, p. 220
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Recent Advances and Future Challenges for Artificial Neural Systems in Geotechnical Engineering Applications.
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- Advances in Artificial Neural Systems, 2009, p. 1, doi. 10.1155/2009/308239
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Water‒soil-air‒plant mutual feedback mechanism under the application of red bed composite polymers.
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- PLoS ONE, 2024, v. 19, n. 10, p. 1, doi. 10.1371/journal.pone.0310172
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Atributos químicos e físicos de solos das margens do Rio Paraguai.
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- Revista Ambiente e Água, 2013, v. 8, n. 1, p. 239, doi. 10.4136/ambi-agua.1009
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Spatio-temporal evolution characteristics of typical debris flow sources after an earthquake.
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- Landslides, 2022, v. 19, n. 9, p. 2263, doi. 10.1007/s10346-022-01883-x
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Spatial‐Temporal Ground Deformation Study of Baotou Based on the PS‐InSAR Method.
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- Acta Geologica Sinica (English Edition), 2021, v. 95, n. 2, p. 674, doi. 10.1111/1755-6724.14651
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Probabilistic analysis of a one-dimensional soil consolidation problem.
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- Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards, 2012, v. 6, n. 1, p. 36, doi. 10.1080/17499518.2011.590090
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Semi-Analytical Solutions for Two-Dimensional Transport and Transformation of Contaminants in Soil Medias Associated with Large-Strain Deformation.
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- Water, Air & Soil Pollution, 2018, v. 229, n. 10, p. 1, doi. 10.1007/s11270-018-3975-y
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Analytical Solutions for Composite Foundations Reinforced by Partially Penetrated Stone Columns and Vertical Drains.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2025, v. 49, n. 1, p. 295, doi. 10.1002/nag.3874
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Analytical Solutions for Consolidation of Soft Ground With Impervious Columns Considering Non‐Darcian Flow.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2025, v. 49, n. 1, p. 29, doi. 10.1002/nag.3857
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Analytical Solution for 2D Electro‐Osmotic Consolidation of Unsaturated Soil With Non‐linear Voltage Distribution.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 18, p. 4457, doi. 10.1002/nag.3854
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Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 17, p. 4232, doi. 10.1002/nag.3839
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One‐dimensional consolidation analysis of layered soil with exponential flow under continuous drainage boundary.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 16, p. 3811, doi. 10.1002/nag.3820
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One‐dimensional consolidation analysis of layered soil with exponential flow under continuous drainage boundary.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 16, p. 3811, doi. 10.1002/nag.3820
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Coupled model for electro‐osmosis consolidation and ion transport considering chemical osmosis in saturated clay soils.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 14, p. 3455, doi. 10.1002/nag.3802
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Analytical modeling and experiments on soft soil consolidation with vacuum preloading‐airbag pressurization.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 15, p. 3595, doi. 10.1002/nag.3810
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Effect of soil layering and interface resistance on electro‐osmotic consolidation of layered soils: A Green's function approach.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 11, p. 2880, doi. 10.1002/nag.3757
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A general analytical solution for axisymmetric electro‐osmotic consolidation of unsaturated soil with semi‐permeable boundary.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 10, p. 2542, doi. 10.1002/nag.3748
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Consolidation analysis for soft soil with non‐Darcian flow considering variable discharge capacity of prefabricated vertical drain.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 3, p. 853, doi. 10.1002/nag.3665
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Poroelastic response of unsaturated soils to cyclic loads with arbitrary waveforms.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2024, v. 48, n. 3, p. 679, doi. 10.1002/nag.3659
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Analytical solution for Fredlund–Hasan unsaturated consolidation using mode superposition method.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 17, p. 3234, doi. 10.1002/nag.3618
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Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 16, p. 3114, doi. 10.1002/nag.3610
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Nonlinear consolidation analysis of saturated multi‐layered soil with continuous drainage boundary.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 16, p. 3114, doi. 10.1002/nag.3610
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Large-strain consolidation of PVD-improved soils considering depth-dependent initial void ratio and initial effective stress due to soil self-weight.
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- International Journal for Numerical & Analytical Methods in Geomechanics, 2023, v. 47, n. 15, p. 2791, doi. 10.1002/nag.3598
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