正文
《结构与土木工程前沿(英文)》 >> 2021年 第15卷 第6期 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
摘要
关键词
seismic active earth pressure ; partial seepage flow ; pore pressure ; anisotropy ; upper bound theorem
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