Earth Pressure of Backfill Consisted of Two Cohesionless Soils

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 33 Issue 2 Page 273-280

published_at 1983

KJ00000156468.pdf

[fulltext] 464 KB

Title

2 種の非粘性土よりなる裏込め土の土圧

Earth Pressure of Backfill Consisted of Two Cohesionless Soils

Creators Miura Norihiko

Creators Yamamoto Osami

Creators Gomada Hiroharu

Source Identifiers

An equation is derived for evaluating the earth pressure due to backfill consisted of two cohesionless soils, facing at a nearly vertical plane. Calculated results of the coefficient K=(2P_1)/(γ_1H^2) are depicted in diagrams as functions of material parameters and geometical parameters.

Subjects

土木工学 ( Other)

Languages jpn

Resource Type departmental bulletin paper

Publishers 山口大学工学部

Date Issued 1983

File Version Version of Record

Access Rights open access

Relations

[ISSN]0372-7661

[NCID]AN00244228

Schools 工学部