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Centrifuge model studies on the settlement response of geogrid reinforced piled embankments
Geosynthetics International ( IF 2.8 ) Pub Date : 2020-04-01 , DOI: 10.1680/jgein.19.00009 B. Reshma 1 , K. Rajagopal 2 , B. V. S. Viswanadham 3
Geosynthetics International ( IF 2.8 ) Pub Date : 2020-04-01 , DOI: 10.1680/jgein.19.00009 B. Reshma 1 , K. Rajagopal 2 , B. V. S. Viswanadham 3
Affiliation
The paper aims at comparing the deformation behaviour of unreinforced embankments, basal reinforced embankments and geosynthetic reinforced embankments with floating and end bearing piles. The floa...
中文翻译：
土工格栅加筋桩路堤沉降响应的离心模型研究
本文旨在比较无筋路堤、基础加筋路堤和土工合成材料加筋路堤与浮桩和端承桩的变形行为。浮游...
更新日期：2020-04-01
中文翻译：
土工格栅加筋桩路堤沉降响应的离心模型研究
本文旨在比较无筋路堤、基础加筋路堤和土工合成材料加筋路堤与浮桩和端承桩的变形行为。浮游...
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