Budi Kurniawan
Pengaruh dimensi benda uji terhadap nilai parameter kekuatan geser tanah lempung lunak pada uji triaksial unconsolidated undrained = Dimension influence of sample test to shearing resistance parameter values of soft clay in triaxial unconsolidated undrained test
Fakultas Teknik Universitas Indonesia, 2006
 UI - Skripsi Membership
Rendy Eka Pratama
Pengaruh injeksi mikroorganisme selulolitik pada parameter kuat geser tanah gambut melalui uji triaksial consolidated undrained dan unconsolidated undrained = The effect of injection of cellulolytic microorganism on shear strength parameter of peat soil by consolidated undrained and unconsolidated undrained triaxial test
Fakultas Teknik Universitas Indonesia, 2015
 UI - Skripsi Membership
Nuraziz Handika
Perancangan uji triaxial untuk material ikatan lemah dan material tanpa ikatan = Triaxial test design for unbound gravel material and loosely bound material = mise en place d?un essai triaxial pour mat_riaux faiblement li_s et non li_s
Fakultas Teknik Universitas Indonesia, 2011
 UI - Skripsi Open
Restu Dwiyantama
Pengujian parameter kuat geser sampah perkotaan artifisial tpa bantar gebang dengan tiga variasi energi pemadatan menggunakan uji triaxial uu unconsolidated undrained = Shear strength parameter test of artificial municipal solid waste in bantar gebang with three variation of compaction energy using triaxial test unconsolidated undrained
Fakultas Teknik Universitas Indonesia, 2015
 UI - Skripsi Membership
Sepinia Indrawati
Pengujian parameter kuat geser sampah perkotaan artifisial menggunakan uji triaxial unconsolidated undrained dengan variasi kadar air pemadatan = Shear strength parameter testing of artificial municipal solid waste using triaxial unconsolidated undrained method by varying the compaction water content
Fakultas Teknik Universitas Indonesia, 2015
 UI - Skripsi Membership