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惰性浆性能优化及固结时变规律试验研究

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针对富水粉细砂地层中由于惰性浆凝结时间长,早期强度低等引起的地层沉降及管片上浮控制难题,开展水泥改性惰性浆配制及固结试验研究,结果表明:随水泥掺量从0增加到40 kg/m3,浆体凝结时间从24 h缩短到14h,3d强度从35 kPa提高到180 kPa,显著缩短浆体凝结时间,提高早期强度,但同时降低了浆体流动性.另外,在不掺加水泥时,聚羧酸减水剂对惰性浆性能影响不大,而在掺加水泥后,聚羧酸减水剂能提高浆体流动性能,延缓凝结时间,提高强度.水泥掺量从0增加到30 kg/m3,浆体渗透系数降低,进而降低固结排水速率,延长孔隙水压力消散时间,减小固结排水量,使固结轴向应变减小.在同一水泥掺量下,增大固结压力提升了固结排水量,使浆体水胶比降低,无侧限抗压强度提高.
Experimental study on performance optimization of inert slurry and time-varying law of consolidation
Aiming at the problems of formation subsidence and segment floating control caused by the long setting time and low early strength of inert slurry in water-rich silty-fine sand strata,the preparation and consolidation test of cement-modified inert slurry was carried out.The results show that with the increase of cement content from 0 to 40 kg/m3,the setting time of the slurry is shortened from 24 h to 14 h,and the 3 d strength is increased from 35 kPa to 180 kPa,which significantly shortens the setting time of the slurry and improves the early strength.But at the same time,the fluidity of the slurry is reduced.In addition,when no cement is added,the polycarboxylate superplasticizer has no effect on the properties of the inert slurry,but after adding cement,the polycarboxylate superplasticizer can improve the fluidity of the slurry,delay the setting time,and improve the strength.When the cement content increases from 0 to 30 kg/m3,the permeability coefficient of the slurry decreases,which in turn reduces the consolidation drainage rate,prolongs the pore water pressure dissipation time,reduces the consolidation drainage volume,and reduces the consolidation axial strain.Under the same cement content,increasing the consolidation pressure increases the consolidation drainage,reduces the water-binder ratio of the slurry,and increases the unconfined compressive strength.

inert slurryfluiditysetting timecement modificationpermeability coefficientconsolidation

闵凡路、宋帮红、袁大军、陈健

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北京交通大学土木建筑工程学院,北京 100044

河海大学土木与交通学院,江苏南京 210024

中铁十四局集团有限公司,山东济南 250014

惰性浆 流动度 凝结时间 水泥改性 渗透系数 固结

国家自然科学基金

52078189

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(6)