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Analysis of Soil Nailed Wall Behaviour Based on Field Measurements  

이철주 (삼성중공업 건설사업부 토목기술팀)
이도섭 (홍익대학교 대학원 토목공학과)
김홍택 (홍익대학교 토목공학과)
박재억 (경인엔지니어링)
김충규 (경인엔지니어링)
Publication Information
Journal of the Korean Geotechnical Society / v.20, no.6, 2004 , pp. 119-126 More about this Journal
Abstract
Behaviour of soil nailed walls in Korea has been analysed based on a number of field measurements. The investigation has included interface shear strength development at the nail-soil interface from pull-out tests, lateral ground displacements, tensile force distributions along soil nails and mobilised interface shear stress distributions. Insights into the soil nailed wall behaviour based on the shear transfer mechanism at the soil-nail interface and partial mobilisations of the interface shear strength, governed by relative shear displacement, are reported and discussed. It is expected that results from the current research can provide relevant parameters required for preliminary design of soil nailed walls in Korea.
Keywords
Excavations; Field monitoring; Interface; Shear strength mobilization; Soil nails;
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