This paper advances understanding of the key parameters controlling unconfined compressive strength (qu) of lime stabilized fine-grained soils by considering distinct specimen porosities (η), different lime types and contents and several curing temperatures and time periods. A sole empirical relationsh...
View ArticleThis work aims to be a contribution for a better knowledge of anchored earth retaining structures, providing preliminary guidelines for their correct design, by establishing starting points. It also constitutes the introduction to a second paper in which an innovative solution for preliminary design is presented. Starting from an extensive parametric st...
View ArticleIn a companion paper, an extensive parametric study regarding anchored retaining structures was presented, contributing to better understand the behaviour and most relevant parameters regarding their design. Based on those results, a novel and simple methodology for preliminary design is presented, providing an alternative procedure for preliminary desi...
View ArticleThis research aims to describe how rainfall can cause changes in the piezometric pore pressure and soil matric suction in a densely instrumented slope by the South BR-101 (Brazilian Numbered Highway), in the area of Morro do Boi, in the State of Santa Catarina, South Region of Brazil. The slope presented a history of instability movements instigated by ...
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