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水下抗分散水泥土正交试验及配比优化方法研究

黄挺 郑杰 戴国亮 谭慧明

防灾减灾工程学报2024,Vol.44Issue(3):678-688,744,12.
防灾减灾工程学报2024,Vol.44Issue(3):678-688,744,12.DOI:10.13409/j.cnki.jdpme.20230831001

水下抗分散水泥土正交试验及配比优化方法研究

Research on Orthogonal Experiments and Optimization of Mixing Ratios for Underwater Anti-Dispersion Cement-Stabilized Soil

黄挺 1郑杰 1戴国亮 2谭慧明1

作者信息

  • 1. 河海大学海岸灾害及防护教育部重点实验室,江苏南京 210098||河海大学港口海岸与近海工程学院,江苏南京 210098
  • 2. 东南大学土木工程学院,江苏南京 210096
  • 折叠

摘要

Abstract

Water flow around pile foundations can create vortices that erode the bed surface,compro-mising the stability of both pile foundations and superstructure.Therefore,addressing scour manage-ment has always been a hot topic in engineering.To advance the application of cement-stabilized soil technology in scour repair for pile foundations,orthogonal experiments were designed and carried out on dispersion-resistant cement-stabilized soils.Four types of anti-dispersants,PAM,EVA,xanthan gum,and HPMC,were selected for kaolinite and silt soils.The effects of anti-dispersants type,anti-dispersant dosage,water content,and cement dosage on fluidity,turbidity,and unconfined compres-sive strength at 7 and 28 days were studied using average effect and range analysis.The results showed that for kaolinite,increasing the anti-dispersants content from 0.25‰ to 1‰ decreased the fluidity of the cement-stabilized soil by 20%and turbidity by 25%,demonstrating a significant impact on both fluidity and anti-dispersion properties.For silt soils,the anti-dispersant dosage significantly in-fluenced anti-dispersion properties,while water content was the main factor affecting fluidity.When the water content increased from 1.4 wL to 2.0 wL,the fluidity of cement-stabilized soil increased by 45%.Based on the comprehensive balance method,matrix analysis method,and multiple regression linear model,a method for designing the mixing proportions of anti-dispersion cement-stabilized soil was proposed.The recommended ratio of kaolinite and silt soils showed significantly better anti-scour characteristics in the sediment initiation experiments compared to the original soil sample.

关键词

正交试验/抗分散水泥土/极差分析/综合平衡法/矩阵分析法/回归分析

Key words

orthogonal experiment/anti-dispersion cemented-stabilized soil/range analysis/compre-hensive balance method/matrix analysis/regression analysis

分类

建筑与水利

引用本文复制引用

黄挺,郑杰,戴国亮,谭慧明..水下抗分散水泥土正交试验及配比优化方法研究[J].防灾减灾工程学报,2024,44(3):678-688,744,12.

基金项目

国家自然科学基金项目(52078128)资助 (52078128)

防灾减灾工程学报

OA北大核心CSTPCD

1672-2132

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