Studies on seismic earth pressure of cohesive backfill
Technology reports of the Yamaguchi University Volume 3 Issue 3
Page 225-237
published_at 1984-12
Title
Studies on seismic earth pressure of cohesive backfill
Creators
O-hara Sukeo
Source Identifiers
Mononobe-Okabe's equation has been proposed in 1924 and has been used for the aseismic design of the retaining wall, today. But it is well known that the effect of cohesion is not considered in this equation. Author measured a resultant force and a distribution of seismic earth pressure acted on a movable model wall, using a shaking table test. Sand used in the tests is slightly cohesive. It was found that the results agree with the theoretical calculation proposed by the author in 1960. So that the crtical seismic coefficiets for the base sliding of the gravity type quay walls were obtained by using our calculation and it was shown that the seismic damage can be well explained with criterion.
Languages
eng
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
1984-12
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]0386-3433
[NCID]AA0086073X
Schools
工学部