首页|湿陷性黄土红砂岩混合填料流态固化土的性能研究

湿陷性黄土红砂岩混合填料流态固化土的性能研究

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采用湿陷性黄土、红砂岩作为流态固化土的原材料,对湿陷性黄土红砂岩混合填料流态固化土的力学性能及水理性进行试验研究.结果表明:用水量对湿陷性黄土红砂岩混合填料流态固化土的流动度及抗压强度的影响程度最大,最优配合比为m(湿陷性黄土)∶m(红砂岩)=65∶35,水泥掺量 13%,用水量 40%;随养护龄期延长,最优配合比试件的抗压强度、黏聚力、内摩擦角均呈增长趋势,压缩系数、湿陷系数、渗透系数呈减小趋势;当龄期为 28d时,标准养护和自然养护试件的无侧限抗压强度分别为 1.24、1.02 MPa.根据力学强度及水理性能变化认为湿陷性黄土红砂岩混合填料流态固化土具有工程应用可行性.
Performance of fluidized solidified soil with collapsible loess red sandstone mixed filler
Using collapsible loess and red sandstone as raw materials for fluidized solidified soil,experimental research was conducted on the mechanical properties and hydrophysical properties of the mixed filler of collapsible loess and red sandstone for fluidized solidified soil.The results show that the water consumption has the greatest impact on the flowability and compressive strength of the flowable solidified soil filled with collapsible loess red sandstone mixture.The mass ratio of collapsible loess and red sandstone is 65∶35,cement content is 13%,and water consumption is 40%.With the increase of curing age,the compressive strength,cohesion and internal friction angle all increase,while the compressibility,collapsibility coefficient and permeability coeffi-cient show a decreasing trend,when the age is 28 days,the unconfined compressive strength of standard and natural curing speci-mens is 1.24 MPa and 1.02 MPa,respectively.Based on the changes in mechanical strength and hydraulic properties,it is believed that the mixed filling of collapsible loess and red sandstone has the feasibility of engineering application in fluidized solidified soil.

fluidized solidified soilcollapsible loessred sandstonemechanical propertieshydrophysical properties

金生莲、张鑫、杨作青、朱彦鹏、吕玉宝

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甘肃西部岩土工程有限责任公司,甘肃 兰州 730050

兰州理工大学,甘肃 兰州 730050

流态固化土 湿陷性黄土 红砂岩 力学性能 水理性能

国家自然科学基金面上项目国家重点研发计划项目教育部长江学者和创新团队支持计划项目

519783212019YFD1101004IRT17R51

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(4)
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