المؤلفون: Liu, Zhizhen, Cao, Ping, Wang, Fei, Meng, Jingjing, Cao, Rihong, Liu, Jingshuo

المصدر: KSCE Journal of Civil Engineering. 26(12):5318-5327

مصطلحات موضوعية: Three-dimensional collapse mechanism, Tunnel stability, Nonlinear Mohr-Coulomb failure criterion, Upper bound limit analysis, Support pressure, Collapse range prediction, Soil Mechanics, Geoteknik

وصف الملف: print

URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-93536