基于车轮履带试验结果的地面空腔可伸缩材料性能评价

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2018-01-01 DOI:10.12814/JKGSS.2018.17.1.075
Jeongjun Park, 김주호, 김기성, Dongwook Kim, G. Hong
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引用次数: 1

摘要

为评价所研制的用于地面空腔应急修复的可折叠膨胀材料的性能特性,采用车轮跟踪试验和无侧限压缩试验对其动稳定性进行了研究。车轮跟踪试验结果表明,在高荷载条件下,与砂土地基相比,膨胀材料恢复地基的沉降增量比减小。即证实了膨胀材料由于材料的刚度能够抑制沉降,动力稳定性评价结果也得到了相同的结果。无侧限压缩试验结果表明,可折叠膨胀材料能够完全支撑修复空腔的载荷。
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Evaluation on Behavior Characteristics of a Pocketable Expansion Material for Ground Cavity Based on Wheel T racking Test Results
This paper described a results of dynamic stability by using wheel tracking test and unconfined compression test, in order to evaluate behavior characteristics on the developed pocketable expansion material for emergency restoration of ground cavity. The wheel tracking test result showed that the settlement increment ratio of the recovered ground by the expansion material was decreased compared to the sandy ground in high load condition. That is, it was confirmed that the expansion material was able to restrain the settlement due to the material stiffness, and the same results were obtained for the dynamic stability evaluation results. From the results of unconfined compression test, the pocketable expansion material was found to be able to fully support load on the restored cavity.
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