Influence of Retained Zone Width on the Behaviour of Back-to-Back Mechanically Stabilized Earth Walls upon Rainwater Infiltration
Author:
Funder
Ministry of Human Resource Development, India
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-022-00416-9.pdf
Reference59 articles.
1. Berg RR, Christopher BR, Samtani NC (2009) Design of mechanically stabilized earth walls and reinforced soil slopes–Volume I (No. FHWA-NHI-10-024). Federal Highway Administration
2. Han J, Leshchinsky D (2010) Analysis of back-to-back mechanically stabilized earth walls. Geotext Geomembr 28(3):262–267
3. El-Sherbiny R, Ibrahim E, Salem A (2013) Stability of back-to-back mechanically stabilized earth walls. Geo-Congress 2013: Stability and Performance of Slopes and Embankments III: 555–565
4. Mouli SS, Umashankar B, Madhav MR (2015) Analysis of back-to- back reinforced retaining walls with modular block facing. 50th Indian Geotechnical Conference
5. Benmebarek S, Attallaoui S, Benmebarek N (2016) Interaction analysis of back-to-back mechanically stabilized earth walls. J Rock Mech Geotech Eng 8(5):697–702
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