摘要
作为一种结合了景观绿化方法的支挡形式,斜插式桩板墙具有广阔的应用前景。目前对斜插式桩板墙结构受力机理的研究尚不成熟,故采用模型试验法对斜插式桩板墙在土压力作用下的受力情况进行分析研究。
As a retaining form in combination with landscape planting, oblique-inserting slab-pile wall has a broad application prospects. At present, the research on the mechanical mechanism of such structure is not mature yet. Herein the model test was used to analyze the force condition of oblique-inserting slab-pile wall under the action of earth pressure.
作者
字晓雷
屈俊童
段自侠
张智聪
ZI Xiaolei;QU Juntong;DUAN Zixia;ZHANG Zhicong(Yunnan University, Kunming 650504, China)
出处
《路基工程》
2019年第1期76-79,共4页
Subgrade Engineering
基金
昆明市科学基金项目(2015-1-G-01089)
昆明市官渡区科技基金项目(2015G06)
关键词
桩后土压力
板后土压力
桩的应力
板的应力
桩净距
earth pressure behind pile
earth pressure behind slab
stress of pile
stress of slab
net pile spacing
