Analysis Method of a New Stabilizing Pile System for High Embankments

dc.contributor.author	Xiao, Shiguo
dc.contributor.author	Deng, Mingyuan
dc.contributor.author	Liu, Tianxiang
dc.contributor.author	Dai, Tianyi
dc.contributor.author	Yang, Quan
dc.date.accessioned	2026-08-20T21:03:28Z
dc.date.available	2026-08-20T21:03:28Z
dc.date.copyright	2026/03/18
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-12576.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313885
dc.description.abstract	Abstract This study presents stabilizing piles with a rigid platform (SPRP) system, an innovative composite retaining structure specifically designed for high embankments under challenging conditions. The system comprises three integrated components: (1) ... Practical Applications Stabilizing piles with a rigid platform (SPRP) system, an innovative composite retaining structure, can be specifically used for high embankments under challenging conditions. The system comprises three integrated components: (1) ...
dc.publisher	American Society of Civil Engineers
dc.title	Analysis Method of a New Stabilizing Pile System for High Embankments
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	6
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-12576
dc.journal.fristpage	04026085-1
dc.journal.lastpage	04026085-14
dc.page	14
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006
dc.contenttype	Fulltext