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Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
In this study, the effect of extreme hydroclimatic events, including heavy rainfall and drought, on the behavior of drilled shaft was predicted using a numerical method and will be validated using the proposed experimental method. For numerical analysis, a new modified Mohr-Coulomb constitutive model, which updates the yield criterion and modulus with changes in the matric suction and/or degree of saturation, was used in the coupled geotechnical-hydrological finite element code PLAXIS 2D. First, a full-scale model with a 1.0 m diameter and 12 m long drilled shaft was modeled separately in the sand and silty sand, then subjected to a constant mechanical load and varying extreme hydrological loads. Then, the analysis was repeated for a small-scale model with a 76 mm diameter and 1.83 m long drilled shaft and compared with the results of the full-scale model. The results indicated significant changes in the bearing capacity of the full-scale drilled shaft in both soils due to hydrological loads. The materials and methods adopted for the experimental method to validate the small-scale model are discussed.
Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
In this study, the effect of extreme hydroclimatic events, including heavy rainfall and drought, on the behavior of drilled shaft was predicted using a numerical method and will be validated using the proposed experimental method. For numerical analysis, a new modified Mohr-Coulomb constitutive model, which updates the yield criterion and modulus with changes in the matric suction and/or degree of saturation, was used in the coupled geotechnical-hydrological finite element code PLAXIS 2D. First, a full-scale model with a 1.0 m diameter and 12 m long drilled shaft was modeled separately in the sand and silty sand, then subjected to a constant mechanical load and varying extreme hydrological loads. Then, the analysis was repeated for a small-scale model with a 76 mm diameter and 1.83 m long drilled shaft and compared with the results of the full-scale model. The results indicated significant changes in the bearing capacity of the full-scale drilled shaft in both soils due to hydrological loads. The materials and methods adopted for the experimental method to validate the small-scale model are discussed.
Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
Marathe, Siddharth (author) / Kidd, Nathan (author) / Ravichandran, Nadarajah (author) / Murdoch, Lawrence (author)
Geo-Congress 2023 ; 2023 ; Los Angeles, California
Geo-Congress 2023 ; 588-598
2023-03-23
Conference paper
Electronic Resource
English
Predicting the Impacts of Extreme Hydroclimatic Events on the Behavior of Drilled Shafts
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