by Reginald Hammah, Ph.D. Introduction Seventeen years ago, in 2004, we wrote a RocNews article outlining our perspectives on the Shear Strength Reduction (SSR) technique of slope stability analysis....
Read Moreby Alireza Afkhami, M.A.Sc., M.C.P, P.Eng. We are living in a digital world. Technology's rapid progress in recent years has made our lives more digitized than ever. Entangled with smartphones, apps,...
Read Moreby Yipin Lu Rocscience software is designed to not just help engineers solve complex problems but also to deliver convenience to you. We are continuously thinking about adding new features that will...
Read MoreImporting geometric and stratigraphic data to PLAXIS 3D Any infrastructure project begins with a topographic survey, context capture using drone technology or satellite imagery, or ground investigat...
Read MoreRock at depth is subjected to stresses resulting from the weight of the overlying strata and from locked-in stresses of tectonic origin. When an opening is excavated in this rock, the stress field is...
Read MoreGeoscience software company Seequent, a Bentley company, has been named Best Established Business in the New Zealand International Business Awards 2021. The New Zealand International Business Awards...
Read MoreRock masses are characterized by the existence of distributed joints. The mechanical properties of jointed rock masses are strongly dependent on the properties and geometry of the joints. Jointed roc...
Read MoreSlide3: The forefront of 3D slope stability analysis From the get-go, Rocscience's engineering team has invested much of their effort into ensuring Slide3 is more powerful than any other 3D Limit Equ...
Read MorePLAXIS V22 brings a major overhaul to the data structure of the material database and a more flexible and more robust way of handling project units. Due to these major changes, PLAXIS V22 will be ins...
Read MoreBy Ian Williams, Ph.D. Introduction This article provides a brief summary of a 3D finite element analysis carried out using RS3 to model a contiguous pile retaining wall at the site of a propose...
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