Search
Now showing items 1-10 of 11
Nonlinear Buckling of Composite Shells of Revolution
Publisher: American Society of Civil Engineers
Abstract: By adopting the energy method, a method of calculating the stability of the rotational composite shell is presented that takes into account the influence of nonlinear prebuckling deformations and stresses on the buckling ...
Observations on Return Mapping Algorithms for Piecewise Linear Yield Criteria
Publisher: American Society of Civil Engineers
Abstract: This paper shows that for perfect plasticity, the closest point projection method (CPPM) and the cutting plane algorithm (CPA) for return mapping are exactly equivalent for piecewise linear yield criteria under both ...
Return Mapping Algorithms and Stress Predictors for Failure Analysis in Geomechanics
Publisher: American Society of Civil Engineers
Abstract: Two well-known return mapping algorithms, the closest point projection method (CPPM) and the cutting plane algorithm (CPA), have been analyzed in detail in relation to two classical failure problems in geomechanics, namely, ...
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization
Publisher: American Society of Civil Engineers
Abstract: Resistance factors are used to account for the uncertainties associated with pile resistance in load and resistance factor design (LRFD). Current design codes and most previous studies recommend a single resistance factor ...
Closure to “Probabilistic Analysis of Coupled Soil Consolidation” by Jinsong Huang, D. V. Griffiths, and Gordon A. Fenton
Publisher: American Society of Civil Engineers
Probabilistic Analysis of Coupled Soil Consolidation
Publisher: American Society of Civil Engineers
Abstract: Coupled Biot consolidation theory was combined with the random finite-element method to investigate the consolidation behavior of soil deposits with spatially variable properties in one-dimensional (1D) and two-dimensional ...
Influence of Spatial Variability on Slope Reliability Using 2-D Random Fields
Publisher: American Society of Civil Engineers
Abstract: The paper investigates the probability of failure of slopes using both traditional and more advanced probabilistic analysis tools. The advanced method, called the random finite-element method, uses elastoplasticity in a ...
Settlement Prediction of the Ballina Embankment, Australia, Considering Creep
Publisher: ASCE
Abstract: The prediction of time-dependent deformations of embankments constructed on soft soils is essential for preloading or surcharge design. The predictions can be obtained by Bayesian back analysis methods progressively based ...
Probabilistic Analysis of Shallow Passive Trapdoor in Cohesive Soil
Publisher: American Society of Civil Engineers
Abstract: This technical note used the random finite-element method (RFEM) to investigate the influence of soil strength variability on the limit load of a shallow passive trapdoor embedded in cohesive soil. The mean undrained shear ...
Simulating Subgrade Soil Fluidization Using LBM-DEM Coupling
Publisher: ASCE
Abstract: The loss of effective stress due to increasing excess pore pressure that results in the upward migration of soil particles, that is, subgrade fluidization and mud pumping, has been a critical issue for railways over many ...