期刊
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
卷 23, 期 6, 页码 618-628出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2007.11.005
关键词
stress path; tunnel excavation; FLAC; phase(2); FEM; FDM; numerical model