Calibration of partial factors for the pile efficiency serviceability limit state design in geosynthetic-reinforced and pile-supported embankment
Year: 2026
Type: article
Source: Canadian Geotechnical Journal
Institutions: Tianjin University, China Railway Design Corporation (China)
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: closed
Awards: G1117551738, G1847501950, G44661358
OpenAlex ID: W7131132902
