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TRIHANYNDIO RENDY SATRYA
Civil Engineering Department
SINTA ID : 5998948
Subjects/Areas:
id ID
0.7
Overall Score
53
Overall Score V2
0
Books
0
3 Years Score
30
3 Years Score V2
0
IPR
38662
Rank in National
90366
3 Years National Rank
728
Rank in Affiliation
903
3 Years Affiliation Rank
  • 1
  • 2
View Result Analysis
Page 1 of 2 | Total Records : 14
Scholar Publications Citation
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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 | vol: | issue : | 2014
13
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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¬†… | vol: | issue : | 2017
2
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Engineering Geological Mapping at Center of Surabaya Region by Developing Geo-Tomography Image Analysis
TR Satryaa, RAA Soemitroa, M Muntahaa, PTK Saria, DD Warnanab, ...
Celebes International Conference on Earth Science (CICES) | vol: | issue : | 2014
1
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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 | vol: | issue : | 2016
0
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Studi Pengaruh Pembebanan Statis dan Dinamis Terhadap Pondasi Dangkal dengan Perkuatan Tiang Buis dari Komposisi Optimal Beton yang Menggunakan Material Limbah di Kabupaten Gresik (Pemodelan di Laboratorium)
J Propika, I Manaf, AD Atmaji, TR Satrya, RAA Soemitro
Jurnal Teknik ITS 1 (1), D122-D126 | vol: | issue : | 2012
0
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Studi Pengaruh Pembebanan Statis dan Dinamis Terhadap Pondasi Dangkal dengan Perkuatan Tiang Buis dari Komposisi Optimal Beton yang Menggunakan Material Limbah di Kabupaten Bangkalan (Pemodelan di Laboratorium)
WA Sulistyo, RA Imaniar, IR Santoso, TR Satrya, RAA Soemitro
Jurnal Teknik ITS 1 (1), D24-D29 | vol: | issue : | 2012
0
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Assessment to the comparison between the initial state and insitu conditions of Bengawan Solo river embankment during the dry and monsoon seasons at Kanor-Vil...
TR Satrya, RAA Soemitro, T Mukunoki
Japanese Geotechnical Society Special Publication 2 (50), 1749-1752 | vol: | issue : | 2016
0
-
Studi Pengaruh Pembebanan Statis dan Dinamis Terhadap Pondasi Dangkal dengan Perkuatan Tiang Buis dari Komposisi Optimal Beton yang Menggunakan Mat...
WA Sulistyo, RA Imaniar, IR Santoso, TR Satrya, RAA Soemitro
Jurnal Teknik ITS 1 (1), D24-D29 | vol: | issue : | 2012
0
-
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 | vol: | issue : | 2015
0
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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 | vol: | issue : | 2012
0
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SINTA was originally initiated by:

UNISSULA

Universitas Islam Sultan Agung

UAD

Universitas Ahmad Dahlan

UNSRI

Universitas Sriwijaya
The Team:

Imam Much Ibnu Subroto

Universitas Islam Sultan Agung

Tole Sutikno

Universitas Ahmad Dahlan

Deris Stiawan

Universitas Sriwijaya

Ahmad Heryanto

Universitas Sriwijaya

Sam F Chaerul

Universitas Islam Sultan Agung

Herman Yuliansyah

Universitas Ahmad Dahlan