...-static methods. However, the influence that the choice of wall facing could have on reinforcement connection loads is not adequately addressed in the current pseudo-static methods of analysis. In this study, two shaking table tests were carried out on full-height panel and modular block reinforced soil...

... 2007 © 2008 Thomas Telford Ltd 2008 Geosynthetics Interface Cyclic Geogrid Modular Block Sand–clay mixture Geosynthetic-reinforced soil-retaining walls with modular block facing are widely constructed as alternatives for conventional retaining walls. The satisfactory...

...C.-C. Huang; S.-H. Wu Pseudo-static-based multi-wedge and Newmark sliding block analyses are performed to derive the values of critical seismic coefficient ( k h cr ) and horizontal seismic displacement (δ_h) of geosynthetic-reinforced modular block walls (GR-MBWs...

...H. I. Ling; D. Leshchinsky Geosynthetic-reinforced-soil retaining walls with modular-block (segmental) facing have gained wide popularity because of their satisfactory performance and aesthetic appearance. A better understanding of the deformation of this wall system requires an analytical tool...