作者: R Kerry Rowe , Brian LJ Mylleville
DOI: 10.1139/T96-027
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摘要: The behaviour of an instrumented section a full-scale geogrid reinforced embarkment constructed on very soft deposit peat overlying organic silt is examined. results field monitoring are reportd together with engineering properties the soils obtained from laboratory tests. was analyzed using finite element method, and calculated performance shown to be in good agreement that observed. Key words: geogrid, reinforcement, embankment, peat, silt.