首页|浸水环境下石灰-聚丙烯纤维改良盐渍土的强度特性与水稳定性研究

浸水环境下石灰-聚丙烯纤维改良盐渍土的强度特性与水稳定性研究

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为了探究浸水环境下石灰-聚丙烯纤维改良盐渍土的强度特性与水稳定性,通过室内试验对不同浸水天数下改良土的抗压强度与体积膨胀率进行研究并采用响应曲面法对土体改良工艺进行优化。结果表明,在浸水环境下,石灰与纤维可以有效提升改良土的抗压强度与水稳定性,最优石灰掺量与最优纤维掺量分别为8%、0。4%。通过控制土体中的含盐量以及盐分中Na2SO4所占比例也可使改良土的抗压强度与水稳定性得到有效提升,最优含盐量以及Na2SO4的最优占比分别为1%、25%。随着浸水天数的增加,改良土的抗压强度呈现出先大幅度降低后缓慢增加的趋势,而体积膨胀率则呈现出逐渐增大后趋于平缓的趋势。经过响应曲面优化后得出改良土的最大抗压强度为602。542 kPa,与其相对应的最佳试验变量组合为:石灰掺量7。41%、纤维掺量0。38%、含盐量1。27%、盐分中Na2SO4所占比例24。91%;最小体积膨胀率为0。288%,与其相对应的最佳试验变量组合为:石灰掺量6。53%、纤维掺量0。38%、含盐量1。21%、盐分中Na2SO4所占比例29。92%。研究成果可为盐渍土地区的工程建设提供理论依据与参数支持,并且达到对盐渍土资源化利用的目的。
Study on strength characteristics and water stability of lime-polypropylene fiber modified saline soil under immersion environment
In order to investigate the strength characteristics and water stability of lime-polypropylene fiber modi-fied saline soil under immersion environment,the compressive strength and volume expansion rate of the modi-fied soils under different immersion days were studied by indoor tests and the response surface methodology was used to optimize the soil improvement process.The results show that lime and fiber can effectively improve the compressive strength and water stability of the modified soil under immersion environment,and the optimal lime content and the optimal fiber content are 8%and 0.4%,respectively.The compressive strength and water stabili-ty of the modified soil can also be effectively improved by controlling the salt content in the soil and the propor-tion of Na2SO4 in the salt,and the optimal salt content and the optimal proportion of Na2SO4 are 1%and 25%,re-spectively.With the increase of immersion days,the compressive strength of the modified soil shows a tendency to decrease significantly and then increase slowly,while the volume expansion rate shows a tendency to increase gradually and then level off.After response surface optimization,the maximum compressive strength of the modified soil is 602.542 kPa,and the optimal test variable combination corresponding to it is:lime content 7.41%,fiber content 0.38%,salt content 1.27%,and the proportion of Na2SO4 in salt 24.91%;the minimum volume expansion rate is 0.288%,and the optimal test variable combination corresponding to it is:lime content 6.53%,fiber content 0.38%,salt content 1.21%,and the proportion of Na2SO4 in salt 29.92%.The research results can provide theoretical basis and parameter support for engineering construction in saline soil areas,and realize the purpose of resource utilization of saline soil.

limepolypropylene fibersaline soilstrength characteristicswater stabilityresponse surface methodology

赵栋、杨双双、丑亚玲、王莉杰

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中国能源建设集团甘肃省电力设计院有限公司,甘肃 兰州 730050

兰州理工大学 甘肃省土木工程防灾减灾重点试验室,甘肃 兰州 730050

兰州理工大学 西部土木工程防灾减灾教育部工程研究中心,甘肃 兰州 730050

石灰 聚丙烯纤维 盐渍土 强度特性 水稳定性 响应曲面法

国家自然科学基金项目国家自然科学基金项目中国能源建设集团甘肃省电力设计院有限公司科学技术项目资助

5216805251769013

2024

冰川冻土
中国地理学会 中国科学院寒区旱区环境与工程研究所

冰川冻土

CSTPCD
影响因子:2.546
ISSN:1000-0240
年,卷(期):2024.46(5)