正文
《结构与土木工程前沿(英文)》 >> 2018年 第12卷 第1期 doi: 10.1007/s11709-017-0399-5
Assessment of an alternative to deep foundations in compressible clays: the structural cell foundation
Institute of Engineering, National University of Mexico, Mexico City 04510, Mexico
摘要
关键词
deep foundations ; bearing capacity ; resistant moment ; structural cell ; 3D numerical modeling
正文