Numerical analysis of instrumented mechanically stabilized gabion walls with large vertical reinforcement spacing

The paper describes numerical models that were developed to simulate the performance of two instrumented mechanically stabilized earth walls constructed in Izmir, Turkey. These walls were constructed with gabion facing, hybrid reinforcement layers, and fill on a rigid foundation. The hybrid reinforc...

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Veröffentlicht in:Geotextiles and geomembranes 2017-08, Vol.45 (4), p.294-306
Hauptverfasser: Gu, Meixiang, Collin, James G., Han, Jie, Zhang, Zhen, Tanyu, Burak F., Leshchinsky, Dov, Ling, Hoe I., Rimoldi, Pietro
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Sprache:eng
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