In this study, numerical modeling is used to evaluate the performance of rigid inclusion foundations for settlement control considering the characteristic soils of the city of BrasÃlia, Federal District, Brazil. Two- and three-dimensional (2D and 3D) PLAXIS software models were used considering the Hardening Soil constitutive model p...
View ArticleMicrostructural parameter assessment of reservoir rocks is extremely important for oil companies. In this regard, computerized X-ray microtomography (μ-CT) has proven to be an exceptionally useful methodology for the analysis of these rocks, since it provides significant microstructural parameters, such as porosity, permeability, and pore distrib...
View ArticleBased on special engineering geological conditions of a cut-slope area at Heitanping hilly-pass along Yongzhou – Jishou highway, shear creep properties of weak interlayer in this slope (about 30 m deep) have been studied by shear creep test to obtain shear creep curves. Shear creep constitutive model can be obtained by stationary parameter fra...
View ArticleThe use of geosynthetics has been a common practice in geotechnical engineering when the improvement of local soil characteristics is necessary. This paper presents an experimental and numerical study of the performance of HDPE geomembrane as impermeable blanket installed upstream of embankment dams, a treatment technique for very permeable foundation. ...
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