Upper bound solution to seismic active earth pressure of submerged backfill subjected to partial drainage  

作　　者：Zhengqiang ZENG Shengzhi WU Cheng LYU 

机构地区：[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

出　　处：《Frontiers of Structural and Civil Engineering》2021年第6期1480-1493,共14页结构与土木工程前沿（英文版）

摘　　要：In waterfront geotechnical engineering,seismic and drainage conditions must be considered in the design of retaining structures.This paper proposes a general analytical method to evaluate the seismic active earth pressure on a retaining wall with backfill subjected to partial steady seepage flow under seismic conditions.The method comprises the following steps:i)determination of the total head,ii)upper bound solution of seismic active earth thrust,and iii)deduction for the earth pressure distribution.The determination of total head h(x,z)relies on the Fourier series expansions,and the expressions of the seismic active earth thrust and pressure are derived by using the upper bound theorem.Parametric studies reveal that insufficient drainage and earthquakes are crucial factors that cause unfavorable earth pressure.The numerical results confirm the validity of the total head distribution.Comparisons indicate that the proposed method is consistent with other relevant existing methods in terms of predicting seismic active earth pressure.The method can be applied to the seismic design of waterfront retaining walls.

关 键 词：seismic active earth pressure partial seepage flow pore pressure ANISOTROPY upper bound theorem 

分 类 号：P315[天文地球—地震学]