Abstract
SHS investigation development is considered from the geographical and historical viewpoint. 3 stages are described. Within Stage 1 the work was carried out in the Department of the Institute of Chemical Physics in Chernogolovka where the scientific discovery had been made. At Stage 2 the interest to SHS arose in different cities and towns of the former USSR. Within Stage 3 SHS entered the international scene. Now SHS processes and products are being studied in more than 50 countries.
Abstract
This chapter presents the modeling of the phenomenon of collapse upon wetting using the effective stress equation established in Chapter 2 and the elastoplastic framework proposed in the previous chapter. Using the probabilistic porous-solid model, Bishop’s parameter χ can be obtained to determine the current effective stress. The proposed framework includes the hysteresis of the SWRC and to some extent the hydro-mechanical coupling of unsaturated soils. This model is able to reproduce some particularities of the phenomenon of collapse upon wetting that other models cannot simulate.
Keywords:
Bishop’s effective stress equation, Collapse upon wetting, Compacted soils, Effective stress, Elastoplastic framework, Hydro-mechanical coupling, Hysteresis, Neutral loading, Porous-solid model, Preconsolidation stress, Soilwater retention curve, Suction controlled tests, Suction hardening, Unsaturated soils, Yield surface.
Recommended Chapters
We recommend
Authors:Bentham Science Books