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Titlebook: Advances in Reinforced Soil Structures; Proceedings of the 1 Sanjay Kumar Shukla,Erol Guler Conference proceedings 2018 The Editor(s) (if a

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樓主: Daidzein
41#
發(fā)表于 2025-3-28 18:28:56 | 只看該作者
42#
發(fā)表于 2025-3-28 19:35:51 | 只看該作者
43#
發(fā)表于 2025-3-29 01:56:12 | 只看該作者
Conference proceedings 2018 engineering. The first paper by Ioannis N. Markou presents the details of sand-geotextile interaction based on interface tests with conventional and large-scale direct shear equipment. The second paper by Atef Ben Othmen and Mounir Bouassida examines the interface properties of geosynthetic reinfor
44#
發(fā)表于 2025-3-29 06:12:31 | 只看該作者
https://doi.org/10.1007/978-3-319-63570-5Geosynthetics; Fibres; Reinforcement; Reinforced Soil; Geotechnical Engineering
45#
發(fā)表于 2025-3-29 10:23:50 | 只看該作者
978-3-319-63569-9The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
46#
發(fā)表于 2025-3-29 11:32:14 | 只看該作者
47#
發(fā)表于 2025-3-29 17:31:42 | 只看該作者
Sustainable Civil Infrastructureshttp://image.papertrans.cn/a/image/149558.jpg
48#
發(fā)表于 2025-3-29 19:52:37 | 只看該作者
Advances in Reinforced Soil Structures978-3-319-63570-5Series ISSN 2366-3405 Series E-ISSN 2366-3413
49#
發(fā)表于 2025-3-30 01:44:19 | 只看該作者
Sam Bigeard,Frantz Thiessard,Natalia Grabarimentally by conducting interface tests with conventional and large-scale direct shear equipment. Four clean uniform sands, one with subangular grains and three with rounded grains of different sizes were tested in dry and dense condition. Seven non-woven polypropylene geotextiles of various types a
50#
發(fā)表于 2025-3-30 04:51:32 | 只看該作者
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