Random Isogeometric Analysis for Modeling Seepage in Unsaturated Soils-Reference-Cited by-同舟云学术

Random Isogeometric Analysis for Modeling Seepage in Unsaturated Soils

Published:2018-11 Issue:11 Volume:144 Page:04018105
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Shahrokhabadi Shahriar¹,Vahedifard Farshid²^ORCID

Affiliation:

1. Project Geotechnical Engineer, Intertek-PSI, 2930 Eskridge Rd., Fairfax, VA 22031; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762.

2. CEE Advisory Board Endowed Professor and Associate Professor, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001524

Reference40 articles.

1. Isogeometric Fluid–structure Interaction Analysis with Applications to Arterial Blood Flow

2. Isogeometric boundary element method for the simulation of underground excavations

3. A phase-field description of dynamic brittle fracture

4. Hydraulic Properties of Porous Media and Their Relation to Drainage Design

5. Consolidation in spatially random unsaturated soils based on coupled flow-deformation simulation

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