首页|自密实沙漠砂贫混凝土的力学特征及其工程应用研究

自密实沙漠砂贫混凝土的力学特征及其工程应用研究

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基于室内模型试验,对不同配合比下自密实沙漠砂贫混凝土的强度和刚度参数进行了标定,结果表明:(1)自密实沙漠砂贫混凝土中水泥含量与单轴抗压强度和弹性模量近似呈线性增长关系;(2)水泥含量在 11.9%~21.3%时,单轴抗压强度为1.5~7 MPa,弹性模量为120~360 MPa;(3)与普通混凝土相比,自密实沙漠砂贫混凝土峰值应力处的应变约为普通混凝土的 10倍,表明其延性较好;(4)与传统压实土相比,自密实沙漠砂贫混凝土具有强度高和变形模量大的优势;(5)在适宜的水灰比下,沙漠砂贫混凝土可实现自密实,提高了施工速度和机械化水平,可用于公路快速拓宽、管廊回填、桥台台背快速回填和高边坡整体式路基等工程.
Study on mechanical characteristics and engineering application of sand lean concrete in self-compacting desert
Based on the laboratory model test,the strength and stiffness parameters of the self-compacting desert sand lean concrete with different mix ratios were calibrated.The results show that:(1)The cement content in the self-compacting desert sand lean concrete is related to the uniaxial compressive strength and elastic modulus,approximate linear growth relationship;(2)When the cement content is from 11.9%to 21.3%,the uniaxial compressive strength is between 1.5 MPa and 7 MPa,and the elastic modulus is between 120 MPa and 350 MPa;(3)Compared with ordinary concrete,the strain at the peak stress of the self-compacting desert sand-lean concrete is about ten times that of ordinary concrete,indicating that its ductility is better;(4)Compared with the traditional compacted soil,the self-compacting desert sand-lean concrete has high strength and large deformation modulus;(5)Under a suitable water-cement ratio,desert sand-lean concrete can achieve self-compacting,improve construction speed and mechanization level,and can be used for rapid road widening,pipe gallery backfill,bridge abutment back fast backfill and high edge slope monolithic roadbed and other projects.

self-compacting desert sand lean concreteuniaxial compressive strengthelastic moduluspeak strainconventional compacted soil

关英林、邹承君、杨宝平、康亚明

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北方民族大学化学与化学工程学院,宁夏 银川 750021

宁夏跃元工程有限公司,宁夏 固原 750000

北方民族大学机电工程学院,宁夏 银川 750021

自密实沙漠砂贫混凝土 单轴抗压强度 弹性模量 峰值应变 传统压实土

国家自然科学基金北方民族大学校企联合横向项目

515690012102000247

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.(1)
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