Critical embedment depth of a rigid retaining wall against overturning in unsaturated soils considering intermediate principal stress and strength nonlinearity
Crossref DOI link: https://doi.org/10.1007/s11771-016-3142-9
Published Online: 2016-04-19
Published Print: 2016-04
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Zhang, Chang-guang
Chen, Xin-dong
Fan, Wen
Text and Data Mining valid from 2016-04-01