Parameter 发表于 2025-3-23 11:50:44
Seismic Response of Basal Geogrid Reinforced Embankments Supported on a Group of Vertical and Batte geogrid reinforced embankment having 1 V:1.5H side slope constructed over 28 m thick soft clay is considered for the 3-Dimensional finite element analysis. The soft clay is stabilized with 22 m long 300 mm diameter vertical and batter piles spaced at three times the pile diameter. Embankment crest追踪 发表于 2025-3-23 17:34:20
http://reply.papertrans.cn/59/5878/587711/587711_12.png事物的方面 发表于 2025-3-23 19:40:05
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http://reply.papertrans.cn/59/5878/587711/587711_15.pngObstreperous 发表于 2025-3-24 07:56:57
2366-2557 tudies, best practices, and discussions on performance based design. This volume will be of interest to researchers and practicing engineers alike. 978-981-15-9986-6978-981-15-9984-2Series ISSN 2366-2557 Series E-ISSN 2366-2565ATRIA 发表于 2025-3-24 11:35:25
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http://reply.papertrans.cn/59/5878/587711/587711_18.pngreptile 发表于 2025-3-24 21:39:51
http://reply.papertrans.cn/59/5878/587711/587711_19.png剧本 发表于 2025-3-24 23:56:20
Madan A. Mohan,Vidya Sagar Khanduri,Amit Srivastava