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Keywords: Newmark
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Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2004) 11 (6): 407–428.
Published: 01 December 2004
.../H ratio would generally be considered conservative for a vertical wall, let alone a 63° slope. The slopes were constructed with 14 or 18 layers of reinforcement. Geosynthetics Soil structures Reinforced slopes Seismic Displacement Earthquake Newmark The use of geosynthetic...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (1998) 5 (1-2): 97–126.
Published: 01 January 1998
... concept Newmark Sliding block Technical Paper by O. Matsuo, T. Tsutsumi, K. Yokoyama and Y.Saito SHAKING TABLE TESTS AND ANALYSES OF GEOSYNTHETIC-REINFORCED SOIL RETAINING WALLS ABSTRACT: Shaking table tests were performed on six geosynthetic-reinforced soil retaining wall (GRS-RWs) models...
