Time-domain deconvolution procedure for elastoplastic materials: Application to the Treasure Island site during the 1989 Loma Prieta earthquake. [PDF]
Pinzón LA, Hernández ED, Mánica MA.
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Numerical modelling of flow through an embankment using plaxis 2D
Flow through dams has been extensively studied using numerical models in hydraulic engineering. And the present studies the numerical modelling of flow through an embankment using Plaxis software under dynamic loads such as earthquakes in dynamic phase with HS small parameter in undrained stage and initial phase or static phase with Mohrcoulomb ...
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XGBoost based surrogate technique for system reliability analysis of foundation over cavity aided with bootstrapping. [PDF]
Shubham K +4 more
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Bearing capacity improvement of medium clay soil using sodium silicate sand columns. [PDF]
Jahanger ZK +3 more
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Development of an optimized deep learning model for predicting slope stability in nano silica stabilized soils. [PDF]
Thapa I +3 more
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Fragility analyses and strong ground motion response of mechanically stabilized earth retaining walls with plate anchors. [PDF]
Ansari Targhi M, Safi M, Noorzad A.
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Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models
Soft soils such as clays, clayey silts and peats demonstrate a high degree of compressibility compared to other soils. In oedometer testing, normally consolidated clays behave up to ten times softer than normally consolidated sands. The task of this master’s thesis has been to investigate the primary consolidation behaviour of soft clay by comparing ...
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Predicting the mechanical behavior of municipal solid waste layers in the Barmshour Landfill stability analysis. [PDF]
Mokhtari MM, Falamaki A, Vafaeian M.
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Towards construction of embankment on soft soil: a comparative study of lightweight materials and deep replacement techniques. [PDF]
Abdrabbo FM +3 more
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Bearing mechanism and design optimization of screw piles in loess area. [PDF]
Khan H, Hu Z, Alshawmar F, Olusegun VT.
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