Deformation analysis of a geosynthetic material subjected to twon adjacent voids

摘要

This paper presents a new model for analyzing the behavior of geosynthetic material subjected to two adjacent voids. A simplified form of interface friction generated between geosynthetic materials and soil is examined to facilitate the development of an analytical model, and the effectiveness of the model is discussed. A field test and numerical analysis are also introduced to verify the analytical model. Based on the developed model, the coupling effect generated by two adjacent voids and the