岩土力学2025，Vol.46Issue(12)：3727-3739,13.DOI:10.16285/j.rsm.2025.00003
反压桩板挡墙力学性能试验研究
Experimental investigation on mechanical properties of counterpressure pile sheet retaining wall
摘要
Abstract
The counterpressure pile sheet retaining walls are a novel type of slope support structure.Although engineering practice has demonstrated their excellent performance,systematic studies on their deformation characteristics and mechanical behavior remain limited.Through model tests comparing counterpressure piles and cantilever piles,this study investigates the evolution of pile-top displacement,pile deformation,internal force distribution,and earth pressure during the sandy backfill process.Key findings are as follows:(1)The top displacement of the cantilever pile was 81.76 mm,which is 6.69 times that of the counterpressure pile(12.22 mm),resulting in cracking in the soil mass 51 cm horizontally away from the pile top.(2)The counterpressure pile exhibits a typical S-shaped distribution of bending moment,with a distinct reverse bending phenomenon and a reduction in the peak moment.(3)The excessive deformation of cantilever piles leads to an increase in the gravitational component of soil weight perpendicular to the pile shaft direction.The soil pressure on the counter-pressure pile is about 15%lower than that on the cantilever pile,reflecting its good stress redistribution ability.(4)Three primary working mechanisms are identified:provision of anti-overturning moment through soil reaction on the counterpressure plate,enhancement of horizontal resistance via friction between the plate and soil,and increase of passive earth pressure in front of the pile.The counterpressure platform significantly enhances overturning resistance,mitigates slip,and improves long-term structural stability.These findings offer experimental validation and a theoretical basis for optimizing counterpressure pile sheet retaining wall designs.关键词
反压桩板挡墙/模型试验/土压力/桩身变形/桩前土抗力Key words
counterpressure pile sheet retaining wall/model test/earth pressure/pile deformation/soil resistance in front of pile分类
建筑与水利引用本文复制引用
GAN Fei,WANG Shou-hong,ZHENG Gang,ZHOU Hai-zuo,LI Mei-lin,WANG Hong,BI Jing,ZHANG Yuan-yin..反压桩板挡墙力学性能试验研究[J].岩土力学,2025,46(12):3727-3739,13.基金项目
国家自然科学基金(No.52164001,No.52568047). This work was supported by the National Natural Science Foundation of China(52164001,52568047). （No.52164001,No.52568047）
