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Souvik Patra
Souvik Patra
Assistant Professor, Department of Civil Engineering, NIT Sikkim
在 nitsikkim.ac.in 的电子邮件经过验证
标题
引用次数
引用次数
年份
Influence of granulated blast furnace slag contents on california bearing ratio value of clay GBFS mixture
AK Bera, A Das, S Patra
Ground Improvement Techniques and Geosynthetics: IGC 2016 Volume 2, 277-284, 2019
62019
Time dependent field CBR and its regression model
S Patra, AK Bera
Int J Civil Eng Technol 8 (1), 82-88, 2017
52017
Field and numerical investigation on time-dependent behavior of jute geotextile (JGT) reinforced rural road
S Patra, AK Bera
Soil Dynamics and Earthquake Geotechnical Engineering: IGC 2016 Volume 3 …, 2019
32019
BEARING CAPACITY OF FOOTING ON SAND OVERLAY BY SOFT SOIL USING ABAQUS: A NUMERICAL BASED STUDY
A Saha, S Patra, A Das, AK Bera
32018
Effect of granular layer strength and thickness on jute geotextiles reinforced rural road
S Patra, AK Bera
Geotechnics for Transportation Infrastructure: Recent Developments, Upcoming …, 2019
22019
Development of Design Chart for Jute Geotextiles Reinforced Low Volume Road Section by Finite Element Analysis
S Patra, AK Bera
Transportation Infrastructure Geotechnology 8, 88-113, 2021
12021
Determination of top granular layer thickness for JGT reinforced low volume rural road based on FE analysis
S Patra, AK Bera
Indian Geotechnical Conference 2018, Theme 09, Paper 20, 2018
12018
Effect of u/B ratio on bearing capacity of square footing on reinforced sand; a FEM based analysis.
S Mondal, S Patra, AK Bera
12013
Development of Design Chart for Jute Geotextiles JGT Reinforced Rural Roads
S Patra
Shibpur, 2019
2019
A Three Dimensional Finite Element Model for Simulating Response of Sand-JGT-Sand Reinforced Rural Road
S Patra, AK Bera
2017
California Bearing Ratio of Fine Grained Soil and its Correlation
S Patra, AK Bera
International Journal of Earth Sciences and Engineering 10 (03), 666-672, 2017
2017
BEHAVIOUR OF SAND-JGT-SAND COMPOSITE REINFORCED RURAL ROAD UNDER REPETITIVE LOADING USING ‘ABAQUS’
S Patra, AK Bera
2015
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