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RISClosure to “Compressibility of Clays: Fundamental and Practical Aspects” by S. Leroueil
Publisher: American Society of Civil Engineers
Discussion of “<i>Analysis of Compressibility of Sensitive Soils</i>” by T. S. Nagaraj, B. R. S. Murthy, A. Vatsala, and R. C. Joshi (January, 1990, Vol. 116, No. 1)
Publisher: American Society of Civil Engineers
Compressibility of Clays: Fundamental and Practical Aspects
Publisher: American Society of Civil Engineers
Abstract: The compressibility of natural clays is influenced by numerous factors: strain rate, temperature, sampling disturbance, stress path, and some restructuring factors. The first part of the paper reviews the effects of these ...
Discussion of “<i>Settlement Analysis of Embankments on Soft Clays</i>” by G. Mesri and Y. K. Choi (April, 1985, Vol. 111, No. 4)
Publisher: American Society of Civil Engineers
Modeling and Implementation of the Isotache Concept for Long-Term Consolidation Behavior
Publisher: American Society of Civil Engineers
Abstract: A practical use of the isotache concept in creep settlement prediction is newly introduced in this study. The isotache concept introduces a unique relationship between the strain and the consolidation pressure corresponding ...
Discussion of “<i>Water Content‐Density Criteria for Compacted Soil Liners</i>” by David E. Daniel and Craig H. Benson (December, 1990, Vol. 116, No. 12)
Publisher: American Society of Civil Engineers
Discussion of “<i>Strain Path Method</i>” by Mohsen M. Baligh (September, 1985, Vol. 111, No. 9)
Publisher: American Society of Civil Engineers
Yielding of Microstructured Geomaterial by Distinct Element Method Analysis
Publisher: American Society of Civil Engineers
Abstract: The purpose of this paper is to present macro- and micro-study on the yielding of microstructured geomaterials by numerical experiments. This target is achieved by carrying out 63 one-dimensional and biaxial compressions ...
Constitutive Modeling of Kinematic Hardening Behavior of Saturated Anisotropic Soils
Publisher: American Society of Civil Engineers
Abstract: A new three-dimensional cone-cap limit-state surface (LSS) model is proposed for cross-anisotropic, saturated, cohesionless, or cohesive remolded soils in consideration of anisotropic yielding and kinematic hardening. ...
Yielding of Mexico City Clay and Other Natural Clays
Publisher: American Society of Civil Engineers
Abstract: Yielding is an important feature of the stress‐strain behavior of lightly overconsolidated clays. This paper describes tests on 36‐mm triaxial samples of natural Mexico City clay. The specimens are carefully trimmed, ...