DSpace university logo mark
Advanced Search
Japanese | English 

NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > No.11 >

N値を用いた砂地盤の静止土圧の一計算法


File Description SizeFormat
kogaku00_11_13.pdf465.77 kBAdobe PDFView/Open

Title: N値を用いた砂地盤の静止土圧の一計算法
Other Titles: A Calculation Method of Earth Pressure at Rest of Sandy Soils Using N-value
Authors: 落合, 英俊
Authors (alternative): Ochiai, Hidetoshi
Issue Date: Jul-1978
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, (11), pp.91-96; 1978
Abstract: It is practical that the coefficient of earth pressure at rest, K0, is expressed by the function of internal friction angle in effective stress, φ', although it has a fault in theoretical strictness. But φ' at field of sandy soils is usually estimated from N-value by the standard penetration test, so that from a practical point of view it is desirable to obtain the relation betwcen N-value and φ'. In this paper, firstly, a simple relation between N-value and φ' introduced a term of effective overburden pressure which has not been considered in the past is newly presented. Secondly, combining the above N-φ' relation with the Jaky's or author's equation about K0, a method employing N-value as a simple and practical calculation method of earth pressure at rest of sandy soils is presented, and its application to field problems is verified by comparison with the measured values of earth pressure for an underground retaining wall at field.
URI: http://hdl.handle.net/10069/23929
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:No.11

Citable URI : http://hdl.handle.net/10069/23929

All items in NAOSITE are protected by copyright, with all rights reserved.

 

Valid XHTML 1.0! Copyright © 2006-2015 Nagasaki University Library - Feedback Powerd by DSpace