Keywords: گروه شمع; Pile group; Scour; Clear water; Model; Application;
مقالات ISI گروه شمع (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: گروه شمع; Excavation; Pile group; Numerical modelling; Soft clay;
Keywords: گروه شمع; Unidirectional current; Tidal current; Local scour; Pile group; Camera monitoring; Laser scanner;
Keywords: گروه شمع; Pile group; Liquefaction-induced lateral spreading; Liquefied soil pressure; Shake-table test; Finite element analysis;
Keywords: گروه شمع; Hybrid element method; Pile group; Transversely isotropic; Elasto-dynamics; Soil-structure interaction;
Keywords: گروه شمع; Seismic loading; Pile group; Soft clay; Ground improvement; Deep soil mixing; Centrifuge testing; Soil-pile-structure interaction; Nonlinear response;
Keywords: گروه شمع; Kaolin clay; Centrifuge test; Pile group; Earthquake; Finite element; Ground motion;
Keywords: گروه شمع; Centrifuge; Soil-pile-structure interaction; Pseudo-natural SSI frequency; Dynamic pile bending; Pile group;
Keywords: گروه شمع; System reliability; Pile group; Load test; Bayesian updating
Keywords: گروه شمع; Pushover analysis; Model uncertainty; Bond slip; P-Î effect; Soil-foundation-structure interaction; Partial pier embedment; Pile cap; Pile group; Ground surface slope;
Keywords: گروه شمع; Friction resistance; End bearing; Pile group; Dissimilar pile; Deficiency
Keywords: گروه شمع; CPRF; Piled raft; Pile group; Non-linear
Keywords: گروه شمع; Three-dimensional; Tunnelling; Capacity; Load transfer; Pile group;
Keywords: گروه شمع; Three-dimensional; Numerical parametric study; Hypoplasticity; Tunnelling; Pile group; Piled raft; Tensile force
Keywords: گروه شمع; Twin tunnelling; Pile group; Settlement; Load transfer mechanism; Three-dimensional centrifuge modelling; Finite element analysis
Keywords: گروه شمع; Pile group; Pasternak model; Dynamic impedance; Transfer matrix method; Superposition approach
Keywords: گروه شمع; Centrifuge modelling; Pile group; Twin tunnels; Soil–structure interaction; Sands
Keywords: گروه شمع; Pile group; Lateral load; Vertical load; Lateral pressure; Soil–pile interaction; Soil–pile–cap interaction
Keywords: گروه شمع; Piled raft; Pile group; Raft; Sand; Centrifuge model; Lateral load; Moment load
Evolutionary Pareto optimization of an ANFIS network for modeling scour at pile groups in clear water condition
Keywords: گروه شمع; Pile group; Scour depth; ANFIS; Differential evolution algorithm; Pareto curve; Singular value decomposition;
Discussion of “Neuro-fuzzy GMDH systems based evolutionary algorithms to predict scour pile groups in clear water conditions” by M. Najafzadeh
Keywords: گروه شمع; Scour; Pile group; Empirical equations; Neuro-fuzzy systems;
Quasi-3D analysis: Validation by full 3D analysis and field tests on single piles and pile groups
Keywords: گروه شمع; Piles; Pile group; Lateral load; Quasi-3D; Finite element; Transmitting boundaries
Response of 1 × 2 pile group under eccentric lateral loading
Keywords: گروه شمع; Pile group; Large-scale model test; Eccentric lateral load; Nonlinear analysis; ABAQUS
Factors affecting stress distribution of a 3×3 pile group in dry sand based on three-dimensional large shaking table tests
Keywords: گروه شمع; Pile group; Soil–structure interaction; Stress distribution; Sway-rocking motion; Large shaking table test
Pile group response to liquefaction-induced lateral spreading: E-Defense large shake table test
Keywords: گروه شمع; Liquefaction-induced lateral spreading; Pile group; Quay wall; E-Defense
Analysis of pile stabilized slopes based on soil–pile interaction
Keywords: گروه شمع; Slope stabilization; Soil–pile interaction; Pile group; Lateral loads; Safety factor
Model tree approach for prediction of pile groups scour due to waves
Keywords: گروه شمع; Scour depth; Pile group; Soft computing method; Model tree; Probabilistic design
Pseudostatic approach for seismic analysis of pile group
Keywords: گروه شمع; Pseudostatic analysis; Pile group; Finite-difference method; Simplified boundary element method; Inertial and kinematic effects; Object-oriented programming
Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model tests
Keywords: گروه شمع; Liquefaction-induced lateral flow; Pile group; Quay wall; Mitigation measures
Estimation of current-induced scour depth around pile groups using neural network and adaptive neuro-fuzzy inference system
Keywords: گروه شمع; Scour depth; Pile group; Neuro-fuzzy; Neural network; Sensitivity analysis
Influence of soil–structure interaction on the response of seismically isolated cable-stayed bridge
Keywords: گروه شمع; Cable-stayed bridge; Soil–structure interaction; Pile group; Nonlinear springs; Earthquake; Isolation system
Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow
Keywords: گروه شمع; Liquefaction-induced ground flow; Pile group; Shake table test; 3-D soil–water coupled analysis; Soil–structure interaction
Estimation of pile group scour using adaptive neuro-fuzzy approach
Keywords: گروه شمع; Adaptive network; Fuzzy clustering; Fuzzy inference system; Pile group; Pile scour; Ocean waves
Numerical analysis of nonlinear soil–pile group interaction under lateral loads
Keywords: گروه شمع; Pile group; Elasto-plastic soil; Winkler model; Active pile length; Far-end displacement
Analysis of pile groups under vertical harmonic vibration
Keywords: گروه شمع; Pile group; Vertical loading; Dynamic analysis;
Jet scour around vertical piles and pile groups
Keywords: گروه شمع; Scour; Pile; Jet; Propeller jet; Impinging jet; Pile group;