International Journal of Geomechanics: Recent submissions
Now showing items 3301-3320 of 4049
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Toward a Mechanistic Approach for Analysis and Design of Asphalt Pavements
(American Society of Civil Engineers, 2007) -
Discussion of “Fastest Rapid Loading Methods of Vertical and Radial Consolidations” by S. K. Tewatia, Pratima Rani Bose, and Asuri Sridharan
(American Society of Civil Engineers, 2015) -
Three-Dimensional Nonlinear Seismic Analysis of Pile Groups Using FE-CIFECM Coupling in a Hybrid Domain and HISS Plasticity Model
(American Society of Civil Engineers, 2015)This paper reports the three-dimensional (3D) nonlinear dynamic analysis of floating pile groups subjected to seismic loading. For the nonlinear dynamic analysis of foundations in general, and pile foundations in particular, ... -
Neural Network–Based Thickness Determination Model to Improve Backcalculation of Layer Moduli without Coring
(American Society of Civil Engineers, 2015)Traditionally, deflection data from a falling weight deflectometer (FWD) test and thickness data from pavement coring are used to backcalculate layer moduli. In this study, instead of coring, a neural network (NN) model ... -
Expanded Polystyrene-Based Geomaterial with Fly Ash
(American Society of Civil Engineers, 2014)This paper reports the engineering behavior of proposed expanded polystyrene-based geomaterial (EPGM) with fly ash through a laboratory experimental study. The proposed geomaterial is prepared by blending fly ash with ... -
Closure to “Elastic Solution for Tunneling-Induced Ground Movements in Clays” by K. H. Park
(American Society of Civil Engineers, 2006) -
Rectangular Foundations on a Sand Embankment over Mine Tailings
(American Society of Civil Engineers, 2015)This paper reports results from centrifuge model tests that provide insight into the behavior of rectangular foundations (representing earthmoving equipment) during penetration, with freedom in rotation, adjacent to a sand ... -
Closure to “Fastest Rapid Loading Methods of Vertical and Radial Consolidations” by S. K. Tewatia, Pratima Rani Bose, and Asuri Sridharan
(American Society of Civil Engineers, 2015) -
Thermomechanical Constitutive Model for Saturated Clays Based on Critical State Theory
(American Society of Civil Engineers, 2015)A thermomechanical constitutive model for predicting the isothermal behavior of saturated clays in different temperatures is presented in this paper. This model is developed based on the general framework of critical state ... -
Special Section on Geomechanics and Geosynthetics
(American Society of Civil Engineers, 2012) -
Reviewers
(American Society of Civil Engineers, 2007) -
Addressing the Geotechnical Challenges Posed by Soft Clays
(American Society of Civil Engineers, 2005) -
Reviewers
(American Society of Civil Engineers, 2012) -
Constitutive, Physical, and Numerical Modeling in Transportation Geotechnics
(American Society of Civil Engineers, 2013) -
Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils
(American Society of Civil Engineers, 2015)The present research intends to study the effects of the seismic soil-pile-structure interaction (SSPSI) on the dynamic response of buildings with various heights by conducting a series of shaking table tests on 5-, 10-story, ... -
Improving Rockbolt Design in Tunnels Using Topology Optimization
(American Society of Civil Engineers, 2016)Finding an optimum reinforcement layout for underground excavation can result in a safer and more economical design, and is therefore highly desirable. Some works in the literature have applied topology optimization in ... -
Estimation of the Linear Spring Constant for a Laterally Loaded Monopile Embedded in Nonlinear Soil
(American Society of Civil Engineers, 2015)In the case of large-diameter monopiles, pile deflection against lateral loads must be predicted accurately to determine the direct influence on the superstructure. One-dimensional (1D) linear models of the pile-soil system, ... -
Seepage Behavior and Grouting Effects for Large Rock Caverns
(American Society of Civil Engineers, 2015)The analysis of seepage behavior through a rock mass is vital to the design of any underground oil storage project. A sufficient amount of water pressure is necessary for the hydraulic confinement of the stored product in ...