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Application of the Convergence-Confinement Method in PLAXIS 2D

Estimation of the support required to stabilize a tunnel excavation, especially in the vicinity of the face, is essentially a four-dimensional problem. Time-dependent weakening of the rock will com...

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Two-dimensional probabilistic slope stability analysis of Fundão dam

Introduction In this paper, Linda Inêz Garcia Bessa and Gilson de F. N. Gitirana Jr. from Universidade Federal de Goiás in Brazil, as well as Bentley Systems Geotechnical Strategic Advisor Murray...

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Column Resolution Impacts on 3D Open Pit Stability

In this paper, Bentley Systems specialists Marina Trevizolli, Murray Fredlund, and Hai Hua Lu illustrate the importance of using 3D limit equilibrium (LE) analysis for complex open pit sidewalls, w...

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Deep Excavation & Shoring Support in Bahrain (PLAXIS Real Life Project)

PLAXIS 3D is a game-changing tool for projects that are 3D in nature and, therefore, require 3D designs to provide appropriate, safe & value-engineering solutions. Learn more about PLAXIS 3D Th...

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Parameters Variation: Model Customization and Sensitivity Analyses

A well-known engineering challenge in the framework of finite element (FE) analysis-based design is the large number of input factors involved in geotechnical computational models. There is always a...