| 标题 |
 Load transfer mechanism in geosynthetic reinforced column-supported embankments 土工合成材料加筋柱支撑路堤荷载传递机理
相关领域
土工合成材料
拱门
岩土工程
堤防
栏（排版）
结构工程
地质学
参数统计
工程类
数学
连接（主束）
统计
|
| 备注 |
PDF
💡 该求助存在备注，如果存在信息冲突，请以备注为准
|
| 网址 |
求助人暂未提供
|
| DOI |
暂未提供，该求助的时间将会延长，查看原因？
|
| 其它 | The load transfer mechanism of geosynthetic reinforced column-supported embankments is governed predominantly by the soil arching mechanism. A large number of studies found in the literature examine the arching over a rectangular arrangement of columns. However, the load transfer mechanism over a triangular arrangement is not widely investigated. This paper investigates the mechanism of soil arching in an embankment supported by columns in a triangular grid, using 3D numerical models. The column efficacy and settlements were compared between triangular and square grids. A visual boundary of the soil arch above the triangular grid of columns was developed based on the 3D modelling. |
| 求助人 | |
| 下载 | |
|
温馨提示：该文献已被科研通 学术中心 收录，前往查看
科研通『学术中心』是文献索引库，收集文献的基本信息（如标题、摘要、期刊、作者、被引量等），不提供下载功能。如需下载文献全文，请通过文献求助获取。
|
PDF的下载单位、IP信息已删除
(2025-6-4)
Wells
cdercder
Criminology34
FIN
清爽老九
GingerF
OK
Nole
YifanWang
悦耳的怀寒
zhangchi
忆白
HFH
Kao
斯文的白玉
渡人舟
XX
X的三次方
压寨猫夫人
无极微光
皖公网安备34019202002308
