Concepedia

Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading

Mutsumi Tashiro, Toshihiro Noda, Motohiro Inagaki, Masaki Nakano, Akira Asaoka

SOILS AND FOUNDATIONS · 2011 · 19 citations · 15 references

Concepts

EngineeringCivil EngineeringEarth SciencesFoundation EngineeringGeotechnical EngineeringSoil MechanicsFoundation StabilityGeotechnical DesignResidual SoilsSettlement AnalysisGround Settlement PredictionGround Settlement RiskNumerical Modeling Of SettlementResidual SettlementSettlement Analysis Of EmbankmentsSettlement PredictionSettlement Risk Assessment

References

15

ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY

K. H. Roscoe, J. B. Burland · unknown · 1968 · 1.2K citations

Engineering, Civil Engineering, Soil Sciences +17

A general theory of an elastic-plastic continuum

Anne Green, P. M. Naghdi · Archive for Rational Mechanics and Analysis · 1965 · 928 citations

Natural Sciences, Materials Science, Physics +14

Notes on the compressibility of clays

A. W. Skempton, O. T. Jones · Quarterly Journal of the Geological Society · 1944 · 486 citations

Engineering, Earth Sciences, Geological Engineering +15

Subloading surface model in unconventional plasticity

Koichi Hashiguchi · International Journal of Solids and Structures · 1989 · 484 citations

Natural Sciences, Materials Engineering, Materials Science +12

An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils

Akira Asaoka, Toshihiro Noda, Eiji Yamada et al. · SOILS AND FOUNDATIONS · 2002 · 241 citations

Engineering, Civil Engineering, Geotechnical Engineering +11