Comparison of undrained-a and undrained-c constitutive model in finite element method based on cptu results from embankment on very soft marine clay
Andi Kurnia Setiadi Kartawiria, Samira Albati Kamaruddin, Ramli Nazir, Idrus Muhamad Alatas, Agus Himawan, Pasca Hartasurya, Hendriyawan, Iswandi Imran, Masyhur Irsyam