Sand-geogrid interfacial shear response revisited through additive manufacturing

Study on the Anisotropic Shear Strength of Rough Joint via 3D Scanning, 3D Printing, and 3D Discrete-Element Modeling

(2022) Yaohui Du et al.   International Journal of Geomechanics

Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface

(2022) Fei-yu Liu et al.   GEOTEXTILES AND GEOMEMBRANES

Mechanical property and deformation behavior of geogrid reinforced calcareous sand

(2022) Xuan-ming Ding et al.   GEOTEXTILES AND GEOMEMBRANES

Discrete element method investigation of shear behaviour of 3D geogrid–sand interface

(2022) W. X. Zeng et al.   GEOSYNTHETICS INTERNATIONAL

Shear Strength Characteristics of Interlocked EPS-Block Geofoam-Sand Interface

(2021) A. T. Özer et al.   GEOSYNTHETICS INTERNATIONAL

An experimental study on the time-dependent behavior of crushable granular materials using 3D-printed particles

(2021) Ming Xu et al.   Acta Geotechnica

Geogrid-soil interaction: A new conceptual model and testing apparatus

(2021) Jan Derksen et al.   GEOTEXTILES AND GEOMEMBRANES

Evaluating the Tensile Properties of Geogrids Using the Particle Image Velocimetry Technique

(2021) Chamara Jayalath et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

Anisotropic Shear Strength Behavior of Soil–Geogrid Interfaces

(2021) Jun Zhang et al.   Applied Sciences-Basel

Soil Flow Mechanisms of Full-Flow Penetrometers in Layered Clays through Particle Image Velocimetry Analysis in Centrifuge Test

(2020) Yue Wang et al.   CANADIAN GEOTECHNICAL JOURNAL

Global and local sand–geosynthetic interface behaviour

(2020) Ali Lashkari et al.   GEOTECHNIQUE

Interface shear strength properties of geogrid-reinforced steel slags using a large-scale direct shear testing apparatus

(2020) Farshid Maghool et al.   GEOTEXTILES AND GEOMEMBRANES

Modeling the mechanical behavior of coarse-grained soil using additive manufactured particle analogs

(2020) Sheikh Sharif Ahmed et al.   Acta Geotechnica

A New Way to Replicate the Highly Stressed Soft Rock: 3D Printing Exploration

(2019) Zhijun Wu et al.   ROCK MECHANICS AND ROCK ENGINEERING

Interpretation of Geomaterial Behavior during Shearing Aided by PIV Technology

(2019) M. I. Peerun et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

Shear bands in undrained plane strain compression of Norwegian quick clays

(2018) Vikas Thakur et al.   CANADIAN GEOTECHNICAL JOURNAL

Feasibility Investigation of 3D Printing Technology for Geotechnical Physical Models: Study of Tunnels

(2018) Leibo Song et al.   ROCK MECHANICS AND ROCK ENGINEERING

Combining Microtomography, 3D Printing, and Numerical Simulations to Study Scale Effects on the Permeability of Porous Media

(2018) Luan C. de S. M. Ozelim et al.   International Journal of Geomechanics

Model geogrids and 3D printing

(2017) Dionysios Stathas et al.   GEOTEXTILES AND GEOMEMBRANES

Rapid prototyping of geosynthetic interfaces: Investigation of peak strength using direct shear tests

(2017) Gary John Fowmes et al.   GEOTEXTILES AND GEOMEMBRANES

Experimental and PIV evaluation of grain size and distribution on soil–geogrid interactions in pullout test

(2017) M.R. Abdi et al.   SOILS AND FOUNDATIONS

Improved image-based deformation measurement for geotechnical applications

(2016) S.A. Stanier et al.   CANADIAN GEOTECHNICAL JOURNAL

Interface shear properties of geosynthetics and construction and demolition waste from large-scale direct shear tests

(2016) C. S. Vieira et al.   GEOSYNTHETICS INTERNATIONAL

Performance of the new reinforcement system in the increase of shear strength of typical geogrid interface with soil

(2016) M. Mosallanezhad et al.   GEOTEXTILES AND GEOMEMBRANES

Effect of particle size of sand and surface asperities of reinforcement on their interface shear behaviour

(2016) Prashanth Vangla et al.   GEOTEXTILES AND GEOMEMBRANES

Direct shear behaviour of residual soil–geosynthetic interfaces – influence of soil moisture content, soil density and geosynthetic type

(2015) F. B. Ferreira et al.   GEOSYNTHETICS INTERNATIONAL

A Transparent Pullout Testing Device for 3D Evaluation of Soil–Geogrid Interaction

(2015) Julio A. Z. Ferreira et al.   GEOTECHNICAL TESTING JOURNAL

Geogrid and Soil Displacement Observations During Pullout Using a Transparent Granular Soil

(2015) Richard J. Bathurst et al.   GEOTECHNICAL TESTING JOURNAL

Evaluation of Interface Shear Strength Properties of Geogrid-Reinforced Construction and Demolition Materials Using a Modified Large-Scale Direct Shear Testing Apparatus

(2013) A. Arulrajah et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

Reliability analysis of soil-geogrid pullout models in Japan

(2013) Yoshihisa Miyata et al.   SOILS AND FOUNDATIONS

Micro-mechanism of the interaction between sand and geogrid transverse ribs

(2012) J. Zhou et al.   GEOSYNTHETICS INTERNATIONAL

Interfacial shear strength of silty sand–geogrid composite

(2012) Seyed Abolhasan Naeini et al.   PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING

Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand

(2011) M.R. Abdi et al.   GEOTEXTILES AND GEOMEMBRANES

Sand Deformation around an Uplift Plate Anchor

(2011) Jinyuan Liu et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Behavior of rounded granular materials in direct shear: Mechanisms and quantification of fluctuations

(2010) Y.R. Li et al.   ENGINEERING GEOLOGY

Influence of unloading–reloading processes on the pullout resistance of geogrid

(2010) N.H. Giang et al.   GEOSYNTHETICS INTERNATIONAL

Large scale tests on geosynthetic reinforced unpaved roads subjected to surface maintenance

(2010) Ennio M. Palmeira et al.   GEOTEXTILES AND GEOMEMBRANES

Behavior of Geogrid-Sand Interface in Direct Shear Mode

(2009) Chia-Nan Liu et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls

(2008) H. I. Ling et al.   GEOSYNTHETICS INTERNATIONAL