Trihanyndio Rendy Satrya
Trihanyndio Rendy Satrya
Verified email at ce.its.ac.id
TitleCited byYear
Pengaruh Usia Stabilisasi pada Tanah Gambut Berserat yang Distabilisasi dengan Campuran CaCO3 dan Pozolan
NE Mochtar, FE Yulianto
Journal of Civil Engineering 21 (1), 57-64, 2014
102014
Alternatif Perencanaan Abutment dan Oprit Fly Over Kandangan, Surabaya, Jawa Timur
PA Saputra, S Suwarno, TR Satrya
Jurnal Transportasi: Sistem, Material, dan Infrastruktur 1 (2), 88-94, 2019
2019
Change of Soil Properties in the Bengawan Solo River Embankment due to Drying–Wetting Cycles
I Trihanyndio Rendy Satrya, Soemitro,R., Toshifumi Mukunoki
Geotechnical Engineering Journal of the SEAGS & AGSSEA 48 (No. 4 ISSN 0046 …, 2017
2017
Assessment to the comparison between the initial state and insitu conditions of Bengawan Solo river embankment during the dry and monsoon seasons at Kanor-Village
TR Satrya, RAA Soemitro, T Mukunoki
Japanese Geotechnical Society Special Publication 2 (50), 1749-1752, 2016
2016
Studi Keruntuhan Struktur Jembatan Konvensional 25 M Ditinjau dari Kegagalan Elemen Struktur Jembatan
B Piscesa, H Wahyudi, TR Satrya, M Arif
Prosiding dalam Seminar Nasional Teknik Sipil VIII 2012, 2015
2015
Engineering Geological Mapping at Center of Surabaya Region by Developing Geo-Tomography Image Analysis
TR Satryaa, RAA Soemitroa, M Muntahaa, PTK Saria, DD Warnanab, ...
2014
Studi Pengaruh Pembebanan Statis dan Dinamis Terhadap Pondasi Dangkal dengan Perkuatan Tiang Buis dari Komposisi Optimal Beton yang Menggunakan Material Limbah di Kabupaten …
J Propika, I Manaf, AD Atmaji, TR Satrya, RAA Soemitro
Jurnal Teknik ITS 1 (1), D122-D126, 2012
2012
Studi Pengaruh Pembebanan Statis dan Dinamis Terhadap Pondasi Dangkal dengan Perkuatan Tiang Buis dari Komposisi Optimal Beton yang Menggunakan Material Limbah di Kabupaten …
WA Sulistyo, RA Imaniar, IR Santoso, TR Satrya, RAA Soemitro
Jurnal Teknik ITS 1 (1), D24-D29, 2012
2012
Study on Change of Soil Properties during Dry and Rainy Seasons for Stability Analysis of Bengawan Solo River Embankment
TR SATRYA
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