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CO2整体快速碳化固化软弱地基技术

东南大学

交通节能与环保2024,Vol.20Issue(z1):31-34,4.
交通节能与环保2024,Vol.20Issue(z1):31-34,4.DOI:10.3969/j.issn.1673-6478.2024.S1.008

CO2整体快速碳化固化软弱地基技术

CO2 Integral Rapid Carbonization Curing Soft Foundation Technology

东南大学1

作者信息

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摘要

Abstract

In view of the various weak foundation problems often faced in highway engineering construction and the increasing carbon emission problem in the world,the technology adopts active MgO and its related slag(serpentine slag)as the curing material to replace the Portland cement curing agent with high carbon emission,and establishes the overall carbonization curing design method,such as the curing agent content,gas injection pressure,gas injection pipe spacing,surface sealing,and mixing time.CO2 gas with the same quality as the curing agent is injected into the soft foundation after the whole mixing to carry out rapid carbonization and solidification reaction.After the carbonization reaction for 3~6 hours,a series of magnesium series minerals are produced,and the weak soil is cemented and solidified to achieve the rapid reinforcement goal of the soft foundation soil.The strength can reach 2~3 MPa and the bearing capacity of the foundation exceeds 140 kPa.Meet the roadbed design requirements of highway engineering.

关键词

软弱基础/矿渣/固化材料/设计方法/碳排放

Key words

weak foundation/mineral residue/curing material/design method/carbon emission

分类

交通工程

引用本文复制引用

东南大学..CO2整体快速碳化固化软弱地基技术[J].交通节能与环保,2024,20(z1):31-34,4.

交通节能与环保

1673-6478

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