首页|就地固化技术在新近堆填土地基处理中的应用

就地固化技术在新近堆填土地基处理中的应用

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新近填土多为近期堆填而成,具有密实程度不均匀、未完成自重固结、结构松散等特性,导致后续工程建设中出现地基承载力低、施工机械难以行走、偏桩等问题.结合珠海西站电子信息产业园项目介绍了在新近堆填土层中采用强力搅拌头固化技术对新近堆填土进行就地固化浅层处理的设计方案及现场施工工艺,并对处理后固化土效果进行了分析,工程实践表明:采用就地固化技术对新近堆填土进行搅拌处理后,固化层地基承载力明显提高;施工速度快,填土搅拌处理后快速形成硬壳层满足施工机械可行走、解决了后期承台开挖桩头偏位等问题,可为其他类似工程提供借鉴.
Application of In-situ Solidification Technology in Treatment of a Fill Soil
The newly formed land site has the characteristics of various degrees of compaction,uncompleted settlement under the self-weight and loose soil structure.This type of soils may cause some engineering hazards,such as a low bearing capacity,poor drivability of construction equipment on the land,out of alignment of newly installed pile head in this soil.In response to those issues,this paper presents a case history of the electronic information industrial park project near the Zhuhai west railway station.The design and construction method of the shallow improvement of the newly filled soil by in-situ solidification of forced mixing method is introduced.The construction process and the effect of the solidification soil are also analyzed.The re-sults show that the bearing capacity of the in-situ solidification soil is significantly improved,the superficial hard crust by the in-situ improvement is formed quickly to accommodate construction equipment and solve the problem of the misaligned of pile head.

In-situ Solidification TechnologyShallow TreatmentFill SoilForced Mixing MethodSuperficial Hard Crust

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深圳市岩土工程有限公司,广东 深圳 518028

就地固化技术 浅层处理 堆填土 强力搅拌法 硬壳层

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(6)