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A platform for research: civil engineering, architecture and urbanism
Validation of Bounding Surface Plasticity Theory Using Preliminary Geotechnical Centrifuge Experiments
A 2-D, plane strain, clay-backfilled, retaining wall model study was performed in the centrifuge. Results compared well with SAC-2 finite element predictions of the model behavior using the bounding surface plasticity formulation. this study provides much needed data base for the validation of the bounding surface plasticity theory to model soft soil behavior and its interaction with structures.
Validation of Bounding Surface Plasticity Theory Using Preliminary Geotechnical Centrifuge Experiments
A 2-D, plane strain, clay-backfilled, retaining wall model study was performed in the centrifuge. Results compared well with SAC-2 finite element predictions of the model behavior using the bounding surface plasticity formulation. this study provides much needed data base for the validation of the bounding surface plasticity theory to model soft soil behavior and its interaction with structures.
Validation of Bounding Surface Plasticity Theory Using Preliminary Geotechnical Centrifuge Experiments
C. K. Shen (author) / Z. Y. Zhu (author) / L. R. Herrmann (author) / V. N. Kaliakin (author)
1986
35 pages
Report
No indication
English
Soil & Rock Mechanics , Structural Analyses , Soil mechanics , Soil models , Walls , Interfaces , Model tests , Centrifuges , Plastic properties , Clay , Triaxial stresses , Stress testing , Finite element analysis , Stress analysis , Two dimensional , Backfills , Formulas(Mathematics) , Validation , Surfaces , Storage tanks , Bounding surface plasticity theory , Soil structure interactions , Retaining walls , Soil plasticity , Clay soils , Geotechnical centrifuges , Constitutive soil models
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