基于加固特性的人工鱼礁沉降特性试验研究

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2017-03-30 DOI:10.12814/JKGSS.2017.16.1.053
Daeho Yun, Yun-Tae Kim
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引用次数: 0

摘要

在软质海底敷设人工鱼礁,会造成海床沉降和侵蚀。因此,本研究根据加筋类型、加筋面积等加筋特征,开展CBR试验和水箱沉降试验,研究人工鱼礁的沉降行为。地面的土壤类型有沙土、淤泥和粘土沉积物。制备了无筋、土工格栅和不同加筋面积的混合竹席三种加筋方式。室内试验结果表明,加筋人工鱼礁随着加筋面积的增大,地基承载力提高,沉降减小。特别是加筋土工格栅比加筋土工格栅具有更高的承载能力和更小的沉降。
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An Experimental Study of Settlement Behavior of Artificial Reef according to Reinforcement Characteristics
Seabed settlement and erosion sometimes occurr when a artificial reef is installed in soft seabed. Therefore, this study carried out CBR test and water tank settlement test to investigate settlement behavior of artificial reef according to reinforcement characteristics such as reinforced types and reinforced area. Soil types of ground are sand, silt and clay deposits. Three reinforced types were prepared: unreinforced, geogrid and hybrid bamboo mat(HBM) with different reinforced area. Laboratory test results indicated that reinforced artificial reef improved bearing capacity of ground and reduced settlement as reinforced area increased. Especially, reinforced HBM provided more bearing capacity and less settlement than reinforced geogrid.
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