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就地固化表层地基承载特性现场试验研究

王颖 王朝杰 胡振华 陈永辉 肖洪天

土木与环境工程学报(中英文)2024,Vol.46Issue(3):9-15,7.
土木与环境工程学报(中英文)2024,Vol.46Issue(3):9-15,7.DOI:10.11835/j.issn.2096-6717.2022.008

就地固化表层地基承载特性现场试验研究

Field test on bearing characteristics of surface foundation by in-situ stabilization

王颖 1王朝杰 2胡振华 3陈永辉 4肖洪天3

作者信息

  • 1. 山东科技大学 交通学院,山东 青岛 266590||河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098
  • 2. 山东科技大学 交通学院,山东 青岛 266590
  • 3. 山东科技大学 土木工程与建筑学院,山东 青岛 266590
  • 4. 河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210098
  • 折叠

摘要

Abstract

Based on the ground treatment of the north extension of No.31 provincial road in the urban section of Shaoxing in Zhejiang Province,the feasibility and treatment effect of two methods,i.e.,ALLu strong stirring head stirring method with homemade equipment and ALLu strong stirring head combined application,by in-situ curing foundation treatment were studied.Plate loading test,unconfined compressive strength(UCS)test,standard penetration test and static cone penetration test were carried out,respectively.Meanwhile,in order to obtain the stress and deformation of the in-situ curing foundation,field monitoring was carried out by arranging the earth pressure box and settlement plate.The test results showed that the bearing capacity of foundation by in-situ curing were increased by at least 30%compared with the traditional replacement method.At 28 days of curing time,the ratio of UCS of curing soil in-situ to that of indoor value was 0.35-0.65.The bearing capacity of foundation was improved by standard penetration test and static cone penetration test,and the calculating bearing capacity were consistent with the measured results of plate loading test.The stress and additional stress coefficient of the two groups of road sections were analyzed,and the artificial crust layer had better effect on the diffusion stress,which can be used for detection of in-situ shallow stabilization in engineering practice.

关键词

道路工程/地基处理/就地固化/静载试验/地基承载力

Key words

road engineering/foundation treatment/in-situ curing foundation/static test/bearing capacity of the foundation

分类

土木建筑

引用本文复制引用

王颖,王朝杰,胡振华,陈永辉,肖洪天..就地固化表层地基承载特性现场试验研究[J].土木与环境工程学报(中英文),2024,46(3):9-15,7.

基金项目

山东省自然科学基金(ZR2019PEE044、ZR2021ME067) (ZR2019PEE044、ZR2021ME067)

河海大学岩土力学与堤坝工程教育部重点实验室开放基金(2019001) Natural Science Foundation of Shandong Province(Nos.ZR2019PEE044,ZR2021ME067) (2019001)

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University(No.2019001) (No.2019001)

土木与环境工程学报(中英文)

OA北大核心CSTPCD

2096-6717

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