Proceedings of the KSR Conference (한국철도학회:학술대회논문집)
- 2003.10b
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- Pages.411-416
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- 2003
A Study on Load Distribution Factor Considering Plasticity of Ground
지반의 소성을 고려한 하중분담율 연구
- Published : 2003.10.01
Abstract
On the tunnel design, 3D model substituted for 2D model because of economic reason and time shortage. It is applied Load Distribution Factor, which is compared of displacement of tunnel crown, generally 50-25-25, 40-30-30 are used for tunnel design. Logicality about used Load Distribution Factor will investigated
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