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软土地铁隧道盾构工法端头井加固稳定性分析
某近接运营地铁隧道的盾构隧道开挖稳定性分析
某近接运营地铁隧道的盾构隧道开挖稳定性分析
文章以某在建隧道下穿既有运营地铁隧道成渝客专为工程依托，采用数值计算，以强度折减法为计算手段，以安全系数作为稳定性判断的依据，对近接运营地铁隧道的盾构隧道开挖稳定性进行了分析。
隧道稳定性分析
2-D analysis of circular tunnel against earthquake loading Mohammad C. Pakbaz a, * , Akbar Yareevand b a Department of Civil Engineering, Shahid Chamran University, Ahwaz, Iran b Department of Civil Engineering, Khuramabad University, Khuramabad, Iran Received 12 February 2004; received in revised form 24 January 2005; accepted 30 January 2005 Available online 14 March 2005 Abstract The use of und