Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method

作者: Tony M. Allen , Richard J. Bathurst

DOI: 10.1139/CGJ-2013-0261

关键词:

摘要: … simplified and K-stiffness methods. These comparisons demonstrate that the simplified method significantly overestimated reinforcement loads, whereas the K-stiffness method provided …

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