International Journal of Geosynthetics and Ground Engineering

Công bố khoa học tiêu biểu

* Dữ liệu chỉ mang tính chất tham khảo

Sắp xếp:  
Numerical Analysis of Arching Behavior of Geosynthetic-Reinforced and DCM Column-Supported Embankment with Geosynthetic Characteristics
International Journal of Geosynthetics and Ground Engineering - - 2023
Patricia Nguyen, Minh Hoang Tran, Thanh Danh Tran, Ba-Phu Nguyen
Integrated Digital Image Analyses for Understanding the Particle Shape Effects on Sand–Geomembrane Interface Shear
International Journal of Geosynthetics and Ground Engineering - Tập 9 - Trang 1-15 - 2023
Rizwan Khan, Gali Madhavi Latha
This paper investigates the influence of particle shape on the multi-scale shear behavior of sand–geomembrane interfaces through advanced imaging techniques. Two sand specimens with similar particle size distribution but varying particle shapes were scanned using X-ray micro-computed tomography (µCT). The data were processed and analyzed using MATLAB to extract relevant shape parameters like spher...... hiện toàn bộ
New Perspectives on Bentonite Hydration and Shear Strength of GCL-Sand Interfaces Based on Particle Shape Characterizations
International Journal of Geosynthetics and Ground Engineering - Tập 8 - Trang 1-17 - 2022
Anjali G. Pillai, Madhavi Latha Gali
Interface friction in GCL-sand interfaces is primarily controlled by the shape characteristics of the sand grains and the surface texture of the GCL. Friction at the GCL-sand interface is also affected by the hydration of bentonite present in the GCL, which alters the interaction mechanisms of sand and GCL. The present study involves the use of image analysis for the characterization of sand parti...... hiện toàn bộ
Limit State and Creep Behaviour of High-Density Polyethylene Geocell
International Journal of Geosynthetics and Ground Engineering - - 2021
An Deng, Zhihao Huangfu
Enhancing the Mechanical and Microstructural Properties of Expansive Soils using Industrial Waste, Nano-material and Polypropylene Fibers: A Comparative Study
International Journal of Geosynthetics and Ground Engineering - Tập 9 - Trang 1-24 - 2023
Mohammad Ali Pashabavandpouri, Amir Reza Goodarzi, Seyed Hamid Lajevardi
Lime is a common stabilizer in soil remediation projects. However, in terms of the considerable emissions of greenhouse gases in lime production, the replacement of environmentally friendly stabilizers with lower CO2 emissions has attracted much attention. Accordingly, this study investigated the efficacy of expansive clay remediation employing ground granulated blast furnace slag (GGBS) and nano-...... hiện toàn bộ
Slope Stability in Swelling Soils Using Cement Grout: A Case Study
International Journal of Geosynthetics and Ground Engineering - - 2018
Ako Daraei, B.A. Herki, Aryan Far H. Sherwani, Shokrollah Zare
Liquefaction Potential of Roorkee Region Using Field and Laboratory Tests
International Journal of Geosynthetics and Ground Engineering - - 2015
Pradeep Muley, B. K. Maheshwari, Dilip K. Paul
A Novel Python Program to Automate Soil Colour Analysis and Interpret Surface Moisture Content
International Journal of Geosynthetics and Ground Engineering - Tập 6 - Trang 1-8 - 2020
Vinay Kumar Gadi, Dastan Alybaev, Priyanshu Raj, Akhil Garg, Guoxiong Mei, Sekharan Sreedeep, Lingaraj Sahoo
Most of the previous researchers used manual image processing approach through a public domain tool (ImageJ) to interpret soil surface moisture content. However, the manual processing could not be possible, when the number of images is significantly large. In addition, results could not be reproduced with conventional manual image processing. This technical note introduces a novel technique to aut...... hiện toàn bộ
Modelling of Fatigue Damage Evolution of Two Natural Rocks Under Cyclic Loading
International Journal of Geosynthetics and Ground Engineering - Tập 8 - Trang 1-19 - 2022
Mahendra Singh, Phibe Khalkho
Many civil, mining and transportation structures located in rocks are subjected to repeated loading and unloading cycles. Each cycle of load causes fatigue damage which accumulates with increasing cycles. In the present study, damage evolution of two natural rocks namely Garhwal gneiss and Shivpuri sandstone from India has been studied through laboratory tests. The Garhwal gneiss specimens were st...... hiện toàn bộ
Correction to: Microbial-Induced Desaturation in Stratified Soil Conditions
International Journal of Geosynthetics and Ground Engineering - Tập 7 - Trang 1-2 - 2021
Elizabeth G. Stallings Young, Nariman Mahabadi, Claudia E. Zapata, Leon A. Van Paassen
Tổng số: 377   
  • 1
  • 2
  • 3
  • 4
  • 5
  • 6
  • 10