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Putu tantri kumala sari
Putu tantri kumala sari
Department of Civil Engineering, Institut Teknologi Sepuluh Nopember
Email yang diverifikasi di ce.its.ac.id
Judul
Dikutip oleh
Dikutip oleh
Tahun
Perbaikan Tanah Dasar Menggunakan Pre-Fabricated Vertical Drain Dengan Variasi Kedalaman Dan Perkuatan Lereng Dengan Turap. Studi Kasus: Lapangan Penumpukan Peti Kemas …
D Winner, E Mochtar, N., PTK Sari
Institut Teknologi Sepuluh Nopember, 2017
132017
The Comparison Between 2-D and 3-D Slope Stability Analysis Based on Reinforcement Requirements
PTK Sari, YE Putri, YR Savitri, AR Amalia, NF Margini, DAD Nusantara
International Journal on Advanced Science, Engineering and Information …, 2020
122020
A general formulation to describe the empirical prediction of the critical area of a landslide
PTK Sari, Y Lastiasih
Journal of Engineering Science and Technology 13 (8), 2379-2394, 2018
122018
The empirical correlation using linear regression of compression index for surabaya soft soil
PTK Sari, YK Firmansyah
The 2013 World Congress on Advances in Structural Engineering and Mechanics …, 2013
102013
Combined effects of vertical drain and pre-loading to reduce the number of geotextile reinforcement for road embankment design
PTK Sari, MK Wardani
Journal of Physics: Conference Series 1569 (4), 042015, 2020
72020
The performance of horizontal drain as a landslide mitigation strategy
PTK Sari
International Conference on Rehabilitation and Maintenance in Civil …, 2021
62021
The empirical prediction of the critical area of road embankment landslide using limit equilibrium method
PTK Sari, Y Lastiasih
IOP Conference Series: Earth and Environmental Science 506 (1), 012049, 2020
62020
Perencanaan perbaikan tanah dasar dan perkuatan stabilitas timbunan jalan tol Pasuruan-Grati sta 30+ 100 sd sta 31+ 500
AD Wicaksono, NE Mochtar, PT Kumalasari
Jurnal Teknik ITS 6 (2), E80-E84, 2017
62017
Analisis Potensi Likuifaksi dengan Metode Deterministik di Wilayah Surabaya
H Farichah
Jurnal Ilmiah Teknik Sipil dan Teknik Kimia 4 (1), 68-76, 2019
52019
Proposed design graphs of geotextile reinforcement on soft clay under various field conditions
PTK Sari, Y Lastiasih, S Sugiarto
Civil Engineering Dimension 18 (2), 109-116, 2016
52016
Effectiveness of Horizontal Sub-drain for Slope Stability on Crack Soil Using Numerical Model
PTK Sari, IB Mochtar, S Chaiyaput
Geotechnical and Geological Engineering 41 (8), 4821-4844, 2023
42023
Comparison of safety factor and geosyntetic reinforcement requirement for slope stability using 2-D and 3-D analysis method
PT kumala Sari, Y Lastiasih, NA Shoffiana
Journal of Applied Engineering Science 20 (4), 1016-1026, 2022
42022
Slope stability evaluation using limit equilibrium method (LEM) and finite element method (FEM) for Indonesia soft soil
KS Putu Tantri, Y Lastiasih
Proceedings of the 3rd Bali International Seminar on Science and Technology …, 2015
42015
Perbandingan Hasil Analisa Stabilitas Lereng 2D dan 3D terhadap Jumlah Kebutuhan Perkuatannya
PTK Sari, Y Lastiasih
Jurnal Teknik ITS 10 (2), C106-C111, 2021
32021
Comparison of ultimate bearing capacity based on empirical method, interpretation of loading pile test and finite element
Y Lastiasih, PTK Sari
IOP Conference Series: Materials Science and Engineering 930 (1), 012036, 2020
32020
Alternatif Perencanaan Timbunan dan Perbaikan Tanah Dasar pada Jalan Tol Krian-Legundi-Bunder-Manyar (STA 12+ 434 s/d STA 12+ 684)
A Maulana, NE Mochtar, PT Kumalasari
Jurnal Teknik ITS 8 (2), E160-E167, 2020
32020
PERBANDINGAN NILAI INDEX PEMAMPATAN BERDASARKAN RUMUSAN EMPIRIS DAN PENGUJIAN KONSOLIDASI
PTK Sari, Y Lastiasih
Rekayasa J. Tek. Sipil 4 (1), 1, 2019
32019
Engineering Geological Mapping at Center of Surabaya Region by Developing Geo-Tomography Image Analysis
TR Satrya
Celeb. Int. Conf. Earth Sci., no, 2014
32014
The Performance of Ca (OH) 2 to Reduce the Plasticity Index and Increase the Shear Strength Parameter for Expansive Soil
MK Wardani, PTK Sari, M Refionasari
Journal of the Civil Engineering Forum 8 (3), 237-244, 2022
22022
THE COMPARISON OF THE SOFT CLAY SETTLEMENT UNDER AN EMBANKMENT LOAD USING FIELD INSTRUMENTATION AND EMPIRICAL FORMULATION
H Wahyudi, Y Lastiasih, TR Satrya, PTK Sari
GEOMATE Journal 21 (84), 93-102, 2021
22021
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