Pages that link to "Item:Q1339832"
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The following pages link to Nonlinear consolidation of soil modeling and solution techniques (Q1339832):
Displaying 30 items.
- A procedure of parameter inversion for a nonlinear constitutive model of soils with shield tunneling (Q636611) (← links)
- Nonlinear consolidation models of clay with time dependent drainage properties (Q815377) (← links)
- Non-linear consolidation models of clay which change type (Q872987) (← links)
- Similarity solution of self-weight consolidation problem for saturated soil (Q940046) (← links)
- Non-linear analysis of the consolidation of an elastic saturated soil with incompressible fluid and variable permeability by FEM (Q963927) (← links)
- Composite Newton-PCG and quasi-Newton iterations for nonlinear consolidation (Q1205093) (← links)
- Numerical solution of a nonlinear model for self-weight solids' settlement (Q1303284) (← links)
- A general nonlinear mathematical model for soil consolidation problems (Q1388315) (← links)
- Analytical solution of coupled soil erosion and consolidation equations by asymptotic expansion approach (Q1632009) (← links)
- On the optimization of shrinkage in soft cohesive soils (Q1769645) (← links)
- Finite element analysis of Biot's consolidation with a coupled nonlinear flow model (Q1792931) (← links)
- Nonlinear models in soils consolidation theory parameter sensitivity analysis (Q1816620) (← links)
- Universal solution for the characteristic time and the degree of settlement in nonlinear soil consolidation scenarios. A deduction based on nondimensionalization (Q2205764) (← links)
- Numerical simulation of nonlinear consolidation problems by models based on the network method (Q2310565) (← links)
- Influence of the saturation-suction relationship in the formulation of non-saturated soil consolidation models (Q2390058) (← links)
- Some remarks on nonlinear consolidation models (Q2484691) (← links)
- Numerical modelling of nonlinear response of soil. I: Constitutive model (Q2498619) (← links)
- Dimensionless characterization of the non-linear soil consolidation problem of Davis and Raymond. Extended models and universal curves (Q2690806) (← links)
- On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils (Q2854853) (← links)
- Numerical modelling of dynamic consolidation on granular soils (Q2856288) (← links)
- Non-linear consolidation analysis of soil with variable compressibility and permeability under cyclic loadings (Q3160774) (← links)
- Application of soil-structure interaction to off-shore foundations with specific reference to consolidation analysis (Q3495925) (← links)
- Hybrid and enhanced finite element methods for problems of soil consolidation (Q3587721) (← links)
- Solution of some nonlinear one-dimensional consolidation problems (Q3763541) (← links)
- The analysis of consolidation by a quasi-Newton technique (Q3770118) (← links)
- CS2: A PIECEWISE-LINEAR MODEL FOR LARGE STRAIN CONSOLIDATION (Q4362162) (← links)
- مدل ریاضی سهبعدی در حل تحلیلی معادله تحکیم در خاک اشباع همگن (Q4611043) (← links)
- (Q4824114) (← links)
- (Q4859476) (← links)
- Note on consolidation of soil media with depth-dependent elasticity (Q5724742) (← links)