Influence of single-layer geotextile reinforcement on load capacity of buried steel box structure based on laboratory full-scale tests
Author:
- Adam WysokowskiAWAdam Wysokowski
- 1 February 2021
- journal article
- research article
- Published by Elsevier in Thin-Walled Structures
- Vol. 159
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Pre- and post-rehabilitation behaviour of a deteriorated horizontal ellipse culvertCanadian Geotechnical Journal, 2018
- Behavior of Flexible Buried Pipes Under Geocell Reinforced Subbase Subjected to Repeated LoadingInternational Journal of Geotechnical Earthquake Engineering, 2018
- Experimental Investigation of Rehabilitated Steel Culvert Performance under Static Surface LoadingJournal of Geotechnical and Geoenvironmental Engineering, 2016
- Scaled physical and numerical modelling of static soil pressures on box culvertsCanadian Geotechnical Journal, 2015
- Methods of protecting buried pipelines and culverts in transportation infrastructure using EPS geofoamGeotextiles and Geomembranes, 2015
- Static soil culvert interaction the effect of box culvert geometric configurations and soil propertiesComputers and Geotechnics, 2015
- Uplift resistance of buried pipes anchored with geosyntheticsGeosynthetics International, 2015
- Testing and Analysis of a Deep-Corrugated Large-Span Box Culvert prior to BurialJournal of Bridge Engineering, 2012
- Earth pressures on twin positive projecting and induced trench box culverts under high embankmentsCanadian Geotechnical Journal, 2011
- The design of a laboratory facility for evaluating the structural response of small-diameter buried pipesCanadian Geotechnical Journal, 2000