Direct Shear and Inclined Plane Experimental Activities for Different Interfaces among Geosynthetics and Soils
Publication: Geo-Congress 2023
ABSTRACT
One of the crucial aspects in design of a landfill capping is the interface behavior between the different layers of the cover system, from the leveling layer above wastes up to the topsoil. Design guidelines and international codes require a geotechnical stability analysis to be performed along every interface. The critical interface is the one which gives the minimum shear resistance, in terms of friction angle and adhesion. Evaluation of the correct values to be used is then essential. Shear resistance at the interface between different geosynthetics or between a geosynthetic and a soil can be measured through laboratory tests. Testing methods are EN ISO 12957-1 and ASTM D5321 (both for direct shear test) and EN ISO 12957-2 (for inclined plane). The paper briefly describes direct shear and inclined plane testing methods and enhances pros and cons. In fact, in the last 25 years the authors have coordinated a great number of the above tests with different types of geosynthetics and soils. The main results of these tests are reported in the paper. The purpose of this work is to validate and increase the already big database of interface strength measured with direct shear tests and to evaluate the differences with the results obtained for the different types of tests. This can give to designers the chance to have a critical approach toward the most suitable testing method to be used according to the specific needs of a project.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
ASTM. ASTM D5321. (2017). Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear.
ASTM. ASTM D7702/D7702M. (2021). Standard Guide for Considerations When Evaluating Direct Shear Results Involving Geosynthetics.
Cazzuffi, D., and Recalcati, P. (2016). “Experimental tests for a proper technical advancement and a correct design of drainage systems for landfills capping”, Proceedings of the GeoAmericas 2016 Conference, Miami Beach, FL, USA, p. 14, CD Rom.
Dixon, N., Jones, D. R. V., and Fowmes, G. J. (2006). “Interface shear strength variability and its use in reliability-based landfill stability analysis”. Geosynthetics International, 13 (1), 1–14.
CEN (European Committee for Standardization). EN ISO 12957-1. (2018). Geosynthetics - Determination of friction characteristics - Part 1: Direct Shear Test. European Committee for Standardization, CEN, Brussels, Belgium.
CEN (European Committee for Standardization). EN ISO 12957-2. (2005). “Geosynthetics - Determination of friction characteristics - Part 2: Inclined plane test. European Committee for Standardization, CEN, Brussels, Belgium.
Koerner, R. M., and Koerner, G. R. (2007). “Interpretation(s) of Laboratory Generated Interface Shear Strength Data”., Geosynthetic Research Institute.
Koerner, G. R., and Narejo, D. (2005). “Direct Shear Database of Geosynthetic-to-Geosynthetic and Geosynthetic-to-Soil Interfaces”. Geosynthetic Research Institute.
Moraci, N., Cardile, G., Gioffrè, D., Mandaglio, M. C., Calvarano, L. S., and Carbone, L. (2014). “Soil geosynthetic interaction: design parameters from experimental and theoretical analysis”. Transportation Infrastructure Geotechnology. Ed. Springer. 1(2), 165–227.
Stark, T. D., and Choi, H. (2003). “Peak versus residual interface strengths for landfill liner and cover design”, Geosynthetics. Harbin Inst. Technol.
Information & Authors
Information
Published In
History
Published online: Mar 23, 2023
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.