Development of an optimized deep learning model for predicting slope stability in nano silica stabilized soils. [PDF]
Sci RepThapa I +3 more
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Implementation of a practical sand constitutive model coupled with the high cycle accumulation framework in PLAXIS. [PDF]
MethodsXTantivangphaisal P +2 more
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Influence of simulated traffic on foundation pit deformation via machine vision technology. [PDF]
Sci RepWu X +6 more
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Machine learning-based method for determining regional parameters of the HSS model: a case study of Qingdao, China. [PDF]
Sci RepYuan C +4 more
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Parametric Studies of a New Offshore Anchor Concept Using Python Scripting PLAXIS 3D
, 2020 During the summer of 2019, Dr. Techn. Olav Olsen developed a concept for a new anchor solution named OO-anchor. The intention of the anchor is to compete with other well-known anchors in the offshore industry, in terms of cost and installation. To further investigate the new concept, parameter and sensitivity studies are presented in this master thesis.
openaire +1 more source
Three-dimensional simulation analysis of the impact of excavation on non-level crossing tunnels. [PDF]
Sci RepArash M, Dolatshahi A, Shahriar K.
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Anomalous dynamic response and micro-zonation of saline sabkha soils of eastern Saudi Arabia using 3D seismic behavior modelling. [PDF]
Sci RepFayyaz M +4 more
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Forecasting of excavation problems for high-rise building in Vietnam using planet optimization algorithm. [PDF]
Sci Rep, 2021 Sang-To T +5 more
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Effects of Displacement Piles for Dike Reinforcement on Adjacent Buildings. [PDF]
Geotech Geol Eng (Dordr)Ahmad M, Brinkgreve RBJ, Jonkman SN.
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Data-driven 1D design model for monotonic lateral loading of monopile foundations. [PDF]
MethodsXKamas I +3 more
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