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作 者:张勇敢 刘斯宏[1] 鲁洋[1] 方斌昕 廖洁[1] 张思钰 ZHANG Yonggan;LIU Sihong;LU Yang;FANG Binxin;LIAO Jie;ZHANG Siyu(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China)
出 处:《河海大学学报(自然科学版)》2022年第5期118-123,共6页Journal of Hohai University(Natural Sciences)
基 金:国家重点研发计划(2017YFE0128900);中央高校基本科研业务费专项(B220203029);江苏省研究生科研与实践创新计划(KYCX21_0511);国家自然科学基金(52109123)。
摘 要:为研究袋装膨胀土的强度变形特性,开展了袋装膨胀土的无侧限抗压强度试验,分析了袋体加载过程中的应力-应变关系演化规律,并验证了落锤式弯沉仪用于袋装膨胀土施工质量检测的可行性,探讨了小型平板振动碾的碾压时间和小型滚筒振动碾的碾压遍数对袋装膨胀土回弹模量的影响。试验结果表明:土工袋用于处理膨胀土渠道边坡时只需通过适当碾压消除应力-应变关系曲线上初始变形模量“较低”的阶段即可;落锤式弯沉仪可用于袋装膨胀土的施工质量检测;建议膨胀土渠道边坡施工过程中采用小型滚筒振动碾对袋装膨胀土进行碾压,碾压遍数应不低于4遍。In order to investigate the strength and deformation characteristics of soilbags filled with expansive soil,a series of unconfined compression strength tests were conducted.The evolution of the stress-strain relationship during the loading process of soilbags was subsequently analyzed.In addition,the feasibility of falling weight deflectometer used on the construction quality inspection of soilbags filled with expansive soil was verified,and the influence of the compaction duration of small-sized plate vibration rollerand the number of compactionof small-sized drum vibration rolleron the resilient modulus of soilbags filled with expansive soil was further investigated.The test results show that the initial stage with relatively low deformation modulus from the stress-strain curve can be successfully eliminated through simple compaction when soilbags are used for treating expansive soil channel slope.In addition,the falling weight deflectometer can be used to inspect the construction quality of soilbags filled with expansive soil.Furthermore,it is suggested that the soilbag filled with expansive soil should be compacted by use of a small-sized drum vibration roller during the construction on the expansive soil channel slope,with the number of compactionno less than 4 times.
关 键 词:土工袋 膨胀土 无侧限抗压强度试验 落锤式弯沉仪 质量控制与检测
分 类 号:TU531.7[建筑科学—建筑技术科学]
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