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机译:沙子泥浆盾构驱动隧道面部的失效机制
Henan Key Laboratory of Geotechnical and Structural Engineering North China University of Water Resources and Electric Power Zhengzhou 450046 China;
Henan Key Laboratory of Geotechnical and Structural Engineering North China University of Water Resources and Electric Power Zhengzhou 450046 China;
Henan Key Laboratory of Geotechnical and Structural Engineering North China University of Water Resources and Electric Power Zhengzhou 450046 China;
Slurry shield tunneling; Excavation face stability; Model test; PFC~(2D); Soil arching effect; Limit support pressure;
机译:不排水强度线性增加的大直径泥水盾构隧道洞面稳定性分析
机译:软黏土中大型泥浆盾构隧道的稳定性分析
机译:用1G大型模型试验浅埋在干砂中浅埋遮蔽隧道的稳定性分析
机译:软黏土中大型泥浆盾构隧道的稳定性分析
机译:由于在沙子和粘土中的隧穿而导致的被动破坏和变形机制。
机译:施用猪粪后磷从壤土和黏土壤土中浸出
机译:空间可变砂中加压隧道面部稳定性分析的新型2D故障机制
机译:密西西比河流域砂沉积的退化失效。报告2.支持假设失效机制的经验证据和堤坝安全流滑动监测系统的发展