Calculation of Landslide Thrust behind Double-Row Long-Short Piles

被引：0
|
作者：
Zheng, Maoying [1 ]
He, Linpei [2 ]
Ni, Zhou [2 ]
Zhao, Wenbin [2 ]
Shen, Yongjiang [2 ]
机构：
[1] CCCC Second Highway Consultants Co Ltd, Wuhan 430056, Peoples R China
[2] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2024年 / 61卷 / 04期
关键词：
STABILIZING PILES;
D O I：
10.1007/s11204-024-09978-4
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Double-row piles are an effective measure for the management of large landslides, and double-row long-short piles are a new type of such piles. At present, research on the landslide thrust behind double-row long-short piles is limited. On the basis of a model of a Winkler beam on an elastic foundation, and fully considering the compatibility deformation between the load and fixed segments, a calculation method for the landslide thrust behind rigid double-row long-short piles is proposed. The theoretical calculation result is found to agree with the monitored data of the model test. Therefore, the calculation of the landslide thrust of double-row long-short piles is feasible.
引用
收藏
页码：317 / 324
页数：8
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