Nik Adly Akmal Ahmad. (2016). Stability and deformation analysis of embankment on soft clay by using limit equilibrium method and finite element method. School of Environmental Engineering, University Malaysia Perlis.
Chicago Style (17th ed.) CitationNik Adly Akmal Ahmad. Stability and Deformation Analysis of Embankment on Soft Clay by Using Limit Equilibrium Method and Finite Element Method. Perlis, Malaysia: School of Environmental Engineering, University Malaysia Perlis, 2016.
MLA (8th ed.) CitationNik Adly Akmal Ahmad. Stability and Deformation Analysis of Embankment on Soft Clay by Using Limit Equilibrium Method and Finite Element Method. School of Environmental Engineering, University Malaysia Perlis, 2016.
Warning: These citations may not always be 100% accurate.