Stability analysis of slope reinforced by double-row stabilizing piles with different locations

Slope failure occurring could generate enormous loss to both human lives and properties, and stabilizing piles are broadly used for slope reinforcement as a significant anti-slip retaining structure. The performance of the stabilizing piles is strongly affected by different locations. Presently, mos...

Full description

Saved in:
Bibliographic Details
Published in:Natural hazards (Dordrecht) 2021-03, Vol.106 (1), p.19-42
Main Authors: Lei, Huayang, Liu, Xu, Song, Yingjie, Xu, Yinggang
Format: Article
Language:English
Subjects:
Analysis
Bending moments
Civil Engineering
Deformation
Earth and Environmental Science
Earth Sciences
Earthquakes
Environmental Management
Failure modes
Geophysics/Geodesy
Geotechnical Engineering & Applied Earth Sciences
Hydrogeology
Kinematics
Laboratories
Locations (working)
Mechanical properties
Natural Hazards
Original Paper
Piles
Safety factors
Sliding
Slope stability
Slopes
Slumping
Stability analysis
Stabilizing
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Slope failure occurring could generate enormous loss to both human lives and properties, and stabilizing piles are broadly used for slope reinforcement as a significant anti-slip retaining structure. The performance of the stabilizing piles is strongly affected by different locations. Presently, most literature focuses on the location selection of single-row stabilizing piles. This paper introduces a classic slope and makes further stability analysis of the slope reinforced by single- and double-row stabilizing piles in different locations. According to the potential sliding surface, the distribution of the bending moment and the thrust, the results show that the failure modes of the slopes reinforced by single- and double-row stabilizing piles are different. As the single-row piles move towards the top of the slope, the failure mode of the piled slope takes on a “shallow-deep-shallow” trend. Moreover, as the pile location and spacing change, the failure modes stabilized by double-row piles can be divided into five categories which could be classified as shallow and deep sliding, and the thrust ratio increases with the increasing pile spacing. Regarding the safety factor, it can be concluded that the optimal location for single-row stabilizing piles within a slope is the lower-middle part of the slope, and the optimal locations for double-row stabilizing piles are proposed at the lower and lower-middle parts of the slope, respectively. The presented analysis could provide significant insight into the design of slopes stabilized by stabilizing piles.
ISSN:0921-030X
1573-0840
DOI:10.1007/s11069-020-04446-2