改性流態(tài)固化土抗壓性能試驗(yàn)研究

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Experimental Study on Compressive Performance of Modified Fluidized Bed Solidified Soil

（1.，石家莊050200；2.河北建研科技有限公司，石家莊）

中圖分類號(hào)：TU44 文獻(xiàn)標(biāo)志碼：A 文章編號(hào)：1005-8249（2025）01-0089-06

DOI：10.19860/j.cnki.issn1005-8249.2025.01.017

ZHANG Huili'， HUO Guang2

(1. Shijiazhuang Luquan District Construction Industry Service Center.， Shijiazhuang O5O2OO，China； 2.Hebei Jianyan Technology Co.，Ltd.，Shijiazhuang O50227，China）

Abstract：Stabilized soil has goodcompresive，frostresistant，water-resistant，anddrywetcycleresistance properties，and is widelyused intheconstructionof infrastructuresuchaswaterconservancy，transportation，andports.Toimproveits compressive performance，commonsandysoil，loess，andclayin Hebei Province were selected asresearch objects.Through diferent mixratios ofcompresiveperformance tests，theefects ofcement，naphthalene sulfonic acid formaldehydecondensate， anhydroussodium sulfate，silica，flyash，andsodiumchlorideonthecompresivestrength of the materialswereanalyzed. Furthermore，afunctionalrelationshipbetweenthecompresivestrengthofmodifiedfluidizedbedsolidifiedloessandthe compositionratiowas established.Research hasshown that theadditionof naphthalene sulfonicacid formaldehydecondensate andanhydrous sodium sulfatecanimprove thecompressive strengthofcuredpowders；Whenincreasing thedosageofly ashand silica，thecompresive strengthof thesolidified powderfirst increasesandthenremainsunchanged，while increasingthedosage of sodiumchloridecanleadtoanincreaseandthenadecreaseinthecompressivestrengthof thesolidified powder.Theresearch results can provide reference for the application of solidified soil.

Key words：solidified soil；silt；compressiveperformance；naphthalene sulfonicacid formaldehyde condensate；anhydrous sodium sulfate

巖土力學(xué)

0 引言

固化土由于施工便利、成本低，在基坑回填及地基處理項(xiàng)目中得到了大范圍應(yīng)用[1-2]。（剩余9617字）