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不同固化剂加固滨海软土的强度特性室内试验研究

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为提高固化剂加固滨海软土的强度特性与时效性,通过室内试验研究固化剂类型、固化剂掺量、水灰比、搅拌均匀性、养护条件等因素作用下固化滨海软土强度的演化规律。试验结果表明:不同固化剂加固软土的抗压强度随着养护期龄的延长持续增加,将水泥替换为 HR 软土固化剂可有效提高软土加固体的抗压强度。拌合时间越长,软土加固体的抗压强度越高;相同的拌合时间,水泥软土加固体的抗压强度远低于 HR 固化剂加固软土的抗压强度;利用 HR 软土固化剂加固软土能够在保障施工质量的基础上,有效缩短施工工期。随着水灰比的增加,软土加固体的抗压强度明显降低;相同的水灰比,HR 固化剂加固软土的抗压强度均大于水泥软土加固体的抗压强度。软土加固体在养护过程中,温度与湿度在固化剂水化过程中发挥重要作用,影响软土加固体的抗压强度;相同的固化剂掺量,标准养护条件下软土加固体的抗压强度比低温养护提高 2倍以上;软土加固体早期抗压强度随着养护期龄的延长增加显著,当期龄达到 14 d后,随着期龄的增加软土加固体的抗压强度增长趋势明显变缓。
Laboratory experimental study on strength characteristics of coastal soft soil reinforced by using different hardening agents
In order to improve the strength,characteristics and timeliness of the curing agent to strengthen the coastal soft soil,the strength evolution of the solidified coastal soft soil under the action of curing agent type,curing agent dosage,water-cement ratio,stirring uniformity,curing conditions and other factors is studied through laboratory tests.The test results show that the compressive strength of soft soil reinforced with different curing agents continues to increase with the extension of curing age.Replacing the cement with HR soft soil curing agent can effectively improve the compressive strength of soft soil solidification.The longer the mixing time is,the higher the compressive strength of the soft soil solidification is.With the same mixing time,the compressive strength of cement-cured soft soil is much lower than that of soft soil reinforced by HR curing agent.The use of HR soft soil curing agent to strengthen the soft soil can effectively shorten the construction period on the basis of ensuring the construction quality.With the increase of the water-cement ratio,the compressive strength of soft soil solidification decreases significantly.With the same water-cement ratio,the compressive strength of soft soil reinforced by HR curing agent is greater than that of cement-cured soft soil.In the curing process,temperature and humidity play the important roles in the hydration process of the curing agent,which affects the compressive strength of the soft soil solidification.With the same amount of curing agent,the compressive strength of soft soil solidification under standard curing conditions is more than 2 times higher than that of low-temperature curing.The early compressive strength of soft soil solidification increases significantly with the extension of the curing age,after 14 days of age,the increase of compressive strength of the soft soil solidification is obviously slowed down with the increase of age.

coastal soft soilhardening techniquecompressive strengthtype of hardening agentamount of hardening agentwater-cement ratiomixing time

张启军、闫楠、白晓宇、李传斌、刘云龙

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青岛业高建设工程有限公司,山东 青岛 266042

青岛慧睿科技有限公司,山东 青岛 266042

青岛理工大学土木工程学院,山东 青岛 266520

青岛市城市规划设计研究院,山东 青岛 266000

青岛市市政工程设计研究院有限责任公司,山东 青岛 266100

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滨海软土 固化技术 抗压强度 固化剂类型 固化剂掺量 水灰比 拌合时间

2025

工程勘察
中国建筑学会工程勘察分会 建设部综合勘察研究设计院

工程勘察

影响因子:0.693
ISSN:1000-1433
年,卷(期):2025.53(1)