Bunyamin Andreatama
Permodelan perilaku partikel tanah kohesif pada stabilitas lereng menggunakan metode smoothed particle hydrodynamics (SPH) = Modeling the behavior Of cohesive soil particles On slope stability using the smoothed particle hydrodynamics (SPH)
Fakultas Teknik Universitas Indonesia, 2021
 UI - Tesis Membership
Bunyamin Andreatama
Permodelan Perilaku Partikel Tanah Kohesif Pada Stabilitas Lereng Menggunakan Metode Smoothed Particle Hydrodynamics (SPH) = Modeling The Behavior Of Cohesive Soil Particles On Slope Stability Using The Smoothed Particle Hydrodynamics (SPH)
Fakultas Teknik Universitas Indonesia, 2021
 UI - Tesis Membership
Fariz Rizaldi Santoso
Uji Model Konstitutif Generalized Hoek-Brown Dalam Analisis Stabilitas Lereng Guling (Toppling Failure) Menggunakan Finite Element Method (Fem), Studi Kasus Lereng Batuan = Generalized Hoek-Brown Constitutive Model Test In Toppling Failure Analysis Using Finite Element Method (Fem), Case Study Of Rock Slope
Fakultas Teknik Universitas Indonesia, 2022
 UI - Skripsi Membership
Amiril Muqsithin Pambayun
Analisis Uji Model Konstitutif Mohr Coloumb Studi Kasus Stabilitas Lereng Batuan Menggunakan Metode Elemen Hingga = Mohr Coulomb Constitutive Model Test Analysis Case Study of Rock Slope Stability Using Finite Element Method
Fakultas Teknik Universitas Indonesia, 2022
 UI - Skripsi Membership
Andreas
Permodelan perilaku keruntuhan partikel tanah menggunakan metode Smoothed Particle Hydrodinamics (SPH) = Modeling failure of soil using smoothed particle hydrodinamics method
Fakultas Teknik Universitas Indonesia, 2021
 UI - Skripsi Membership