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Deep Excavations in Central Jakarta Area: Case Histories and Numerical Simulations
Numerical simulations on a non-symmetric deep excavation in Central Jakarta by hypoplasticity model for clay and Mohr-Coulomb (MC) model are presented in this study. The excavation, with an embankment on one side, was constructed in stiff Jakarta clay using the top-down method. Laboratory and field test results have been collected to calibrate parameters for Jakarta clay. An advance constitutive model, hypoplasticity model for clays (HC model), capable of modeling small strain stiffness non-linearity, recent stress-history effects, and large-strain asymptotic behavior was used in numerical simulations on the excavation in Jakarta clay. A comparison between the HC model and MC model is presented.
Deep Excavations in Central Jakarta Area: Case Histories and Numerical Simulations
Numerical simulations on a non-symmetric deep excavation in Central Jakarta by hypoplasticity model for clay and Mohr-Coulomb (MC) model are presented in this study. The excavation, with an embankment on one side, was constructed in stiff Jakarta clay using the top-down method. Laboratory and field test results have been collected to calibrate parameters for Jakarta clay. An advance constitutive model, hypoplasticity model for clays (HC model), capable of modeling small strain stiffness non-linearity, recent stress-history effects, and large-strain asymptotic behavior was used in numerical simulations on the excavation in Jakarta clay. A comparison between the HC model and MC model is presented.
Deep Excavations in Central Jakarta Area: Case Histories and Numerical Simulations
Teng, Fuchen (author) / Kosasi, Melisa (author) / Hsiung, Benson B. C. (author)
Eighth International Conference on Case Histories in Geotechnical Engineering ; 2019 ; Philadelphia, Pennsylvania
Geo-Congress 2019 ; 13-21
2019-03-21
Conference paper
Electronic Resource
English
Deep Excavations in Central Jakarta Area: Case Histories and Numerical Simulations
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