Content
Frontiers of Structural and Civil Engineering >> 2021, Volume 15, Issue 6 doi: 10.1007/s11709-021-0776-y
Upper bound solution to seismic active earth pressure of submerged backfill subjected to partial drainage
1. State Key Laboratory of Disaster Reduction in Civil Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China;2. School of Civil Engineering, Shandong Jianzhu University, Jinan 250000, China;3. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China
Abstract
Keywords
seismic active earth pressure ; partial seepage flow ; pore pressure ; anisotropy ; upper bound theorem
Content