Influence of Retained Zone Width on the Behaviour of Back-to-Back Mechanically Stabilized Earth Walls upon Rainwater Infiltration

Author:

Rajagopal Gopika,Thiyyakkandi SudheeshORCID

Funder

Ministry of Human Resource Development, India

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

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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