水泥灌浆加固玄武岩熟料及底泥层浅基础性能评价

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2019-09-01 DOI:10.12814/JKGSS.2019.18.3.033
Kicheol Lee, H. Shin, Hyuk-sang Jung, Donghoon Kim, Yongsun Ryu, Dongwook Kim
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引用次数: 0

摘要

熟料层是一种分布在济州岛等火山地区的地层结构。熟料层形成于火山喷发的反复作用和熔岩流的凝固之间。由于熟料层含有大量的空洞,伴随着熔岩气体的喷射过程,由于熟料层的低刚度和强度,有可能引起地面的整体稳定。因此,本研究在00桥存在熟料层的两端进行现场调查。并根据地面实测结果,对浅基础的受力特性进行了数值分析。此外,将熟料层化学注入法改善的浅基础在注浆替代中的性能与地面浅基础的性能进行了比较,并分析了各层注浆替代效率。结果表明,有无底泥层对地基承载力、置换效率和弹性沉降的影响是不同的。这是因为泥沙层的刚度和密度低于熟料层。
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Evaluation of Shallow Foundation Behavior on Basalt Rock Layers With Clinker and Sediment Layers Reinforced Using Cement Grouting
Clinker layer is a stratum structure distributed in volcanic area such as Jeju Island. The clinker layers were formed in between the repetitive action of eruption and solidification of lava flows. Since the clinker layer contains a large amount of voids accompanied by the lava gas ejection process, there is a possibility of inducing overall stability of the ground due to the low stiffness and strength of the clinker layer. Therefore, in this study, site investigation was carried out at both ends of the 00 bridge where the clinker layers exist. And, based on the ground survey results, the behavior of shallow foundations was analyzed numerically. In addition, the improved shallow foundation behavior in grouting substitution using the chemical injection method of the clinker layer was compared with the shallow foundation behavior in the ground, and the grouting substitution efficiency of each layer was analyzed. As a result, the bearing capacity, the replacement efficiency and elastic settlement were different according to the presence or absence of the sediment layer. This is because the sediment layer has a lower stiffness and density than the clinker layer.
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