[Author(id=1218218530177847800, tenantId=1045748351789510663, journalId=null, articleId=1160182551454343270, orderNo=null, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=null, email=null, emailSecond=null, emailThird=null, correspondingAuthor=null, authorType=null, ext={CN=AuthorExt(id=null, tenantId=null, journalId=1155139928303341803, articleId=1160182551454343270, authorId=1218218530177847800, language=CN, stringName=付书锋, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=null, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=null)]
付书锋.
三孔小净距隧洞下穿铁路干线地表沉降控制基准研究[J].
石家庄铁道大学学报(自然科学版), 2016, 29(01): 33-37 DOI:10.13319/j.cnki.sjztddxxbzrb.2016.01.06