An Experimental Study on the Detection of Loosened Areas in a Ground cavity Using a Micro Penetration Test

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2019-01-01 DOI:10.12814/JKGSS.2019.18.4.299
Hobi Kim, Youngho Kim, Yoonsuk Park, S. You, Junggeun Han
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Abstract

In this study, a model experiment that simulates the behaviour of the ground composed of several compacted layer was intended to measure the loosened area in the event of a ground cavity through a LAD (Loosened area detector). It was confirmed that the size of the cone diameter was affected by the ground composed of fine grain + granulated soil layered through the model soil. In order to select the appropriate cone type, a scale effect experiment was conducted. From the test results, a micro-cone was chosen for the most suitable indoor model experiment. In the case of applying LAD in this study, the loosening condition of the ground was determined by the rapid change in penetration resistance caused by the difference in the boundary surface and relative density due to the compaction of the ground for indoor model testing. The range of loosened area occurring in the cavity was estimated through the penetration resistance characteristics on the ground, and the failure area was identified through the reduction rate of penetration resistance in the loosening area.
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利用微侵彻试验检测地面空腔松动区域的实验研究
在本研究中,模拟由多个压实层组成的地面行为的模型实验旨在通过LAD(松散面积检测器)测量地面空腔发生时的松散面积。证实了锥体直径的大小受细粒+粒状土组成的地面通过模型土分层的影响。为了选择合适的锥型,进行了尺度效应试验。根据试验结果,选择了最适合的微锥室内模型试验。在本研究中应用LAD的情况下,通过室内模型试验地基的压实导致的边界面和相对密度的差异导致侵穿阻力的快速变化来确定地基的松动情况。通过地面侵彻阻力特性估算出空腔发生松动区域的范围,通过松动区域侵彻阻力的减小速率识别出失效区域。
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