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)

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

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

Permodelan perilaku keruntuhan partikel tanah menggunakan metode Smoothed Particle Hydrodinamics (SPH) = Modeling failure of soil using smoothed particle hydrodinamics method

Investigasi nilai stiffness coefficient (Ks) dan damping coefficient (Kd) terhadap nilai parameter numerik dan fisik smoothed particle hydrodynamics (SPH) pada fenomena interaksi fluida-solid = Investigation of stiffness coefficient (Ks) and damping coefficient (Kd) value on numerical dan physical parameters Of smoothed particle hydrodynamics (SPH) on fluid-solid interaction phenomenon