首页|龄期对剑麻纤维风积沙改性土工程特性的影响

龄期对剑麻纤维风积沙改性土工程特性的影响

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为了研究养护龄期对剑麻纤维风积沙改性土的物理和力学特性的影响,改善水泥固化风积沙改性土脆性开裂特性,选取通辽—新民北高铁所经的科尔沁沙地的实际高速铁路路堤风积沙改性土(95%风积沙+5%水泥),分别添加0%、0.1%、0.2%和0.4%的剑麻纤维,开展不同养护龄期(7,14,21及28 d)条件下的电阻率测试、纵波波速测试和无侧限抗压试验.试验结果表明:风积沙改性土的电阻率和纵波波速会随着养护龄期的增加而上升,前期增长显著而后期趋于平缓;在标准养护条件下,随着养护龄期的增加(从7~28 d),各组剑麻纤维掺量风积沙改性土的割线模量呈现对数函数形式增加,各组剑麻纤维掺量风积沙改性土的泊松比均呈小幅度下降趋势,其中不掺加剑麻纤维风积沙改性土的泊松比降幅较大(0.315~0.336,降幅6.63%),另外3组掺加剑麻纤维风积沙改性土的泊松比降幅较小(0.300~0.308,降幅2.60%),说明剑麻纤维的掺入对于改善风积沙改性土抵抗侧向变形的能力有限.风积沙改性土的无侧限抗压强度也会随着养护龄期和纤维含量的增加呈现抛物线形式上升,说明养护龄期的增加和剑麻纤维的掺入能有效提高风积沙改性土的抗压强度和延性特征,减轻风积沙改性土的脆性破坏.研究结果对沙漠地区风积沙改性土的工程应用与理论研究具有一定的参考价值.
Influence of curing age on the engineering properties of sisal fiber aeolian sand modified soil
In order to study the effect of curing age on the physical and mechanical activation behavior of sisal fiber aeolian sand modified soil,and to improve the brittle cracking characteristics of cement-stabilized aeolian sand soil,the actual aeolian sand modified soil (95% aeolian sand+5% cement) of the high-speed railway embankment in Horqin Sandy Land passed by Tongliao Xinmin North High speed Railway was selected. The sisal fibers of 0%,0.1%,0.2%,and 0.4% were added,respectively. The resistivity test,longitudinal wave velocity test,and unconfined compressive test were carried out under different curing ages (7,14,21,and 28 d). The test results show that the resistivity and longitudinal wave velocity of aeolian sand modified soil increase with the increase of curing age. The growth is significant in the early stage and tends to be gentle in the later stage. Under standard curing conditions,as the curing age increases (from 7 d to 28 d),the elastic modulus of the aeolian sand modified soil with sisal fiber content in each group increased in the form of logarithmic function. The Poisson's ratio of the aeolian sand modified soil with sisal fiber content in each group shows a slight downward trend. Among them,the Poisson's ratio of the aeolian sand modified soil without sisal fiber decreased greatly (0.315~0.336,a decrease of 6.63%),while the Poisson's ratio of the other three groups of aeolian sand modified soil with sisal fiber decreases slightly (0.300~0.308,a decrease of 2.60%). This indicates that the incorporation of sisal fibers has limited effectiveness in improving the lateral deformation resistance of aeolian sand modified soil. The unconfined compressive strength of aeolian sand modified soil also increases in a parabolic manner with the increase of curing age and fiber content,indicating that the incorporation of sisal fiber can effectively improve the compressive strength and ductility characteristics of aeolian sand modified soil,and mitigate its brittle failure. The research results have certain reference value for the engineering application and theoretical research of aeolian sand modified soil in desert area.

curing agesisal fiberaeolian sand modified soilphysical characteristicsmechanical properties

陶嘉伟、苏占东、冉秀峰、李驰、李博、吴思静、张亚宁、宋雨恒、吴承泽、王咸钰、李致丞

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防灾科技学院 地质工程学院,河北 三河 065201

河北省地震灾害防御与风险评价重点实验室,河北 三河 065201

内蒙古工业大学 土木工程学院,内蒙古 呼和浩特 010051

北京市生态地质研究所,北京 100000

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养护龄期 剑麻纤维 风积沙改性土 物理特性 力学特性

河北省大学生创新创业训练项目教育部新工科研究与实践项目

S202211775027E-ZYJG20200212

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(8)