Please use this identifier to cite or link to this item:
Title: Settlement calculation method for embedded foundation resting on elastic soil
Authors: Mei, G
Zai, J
Zhao, W
Yin, J 
Keywords: Effect of embedment depth
Floating foundation effect
Gibson effect
Retaining wall effect
Side-wall contact effect
Soil mechanics
Trench effect
Issue Date: 2004
Publisher: 岩石力學與工程學報編輯部
Source: 岩石力学与工程学报 (Chinese journal of rock mechanics and engineering), 2004, v. 23, no. SUPPL. 1, p. 4593-4596 How to cite?
Journal: 岩石力学与工程学报 (Chinese journal of rock mechanics and engineering) 
Abstract: Five effects of embedment depth, namely, Gibson effect, trench effect, side-wall contact effect, retaining wall effect and floating foundation effect, are analyzed. A new settlement calculation method for embedded foundation resting on elastic soils is then presented. The reduction coefficients of effects of embedment depth are discussed and some valuable conclusions are presented for engineering practice.
ISSN: 1000-6915
Appears in Collections:Journal/Magazine Article

View full-text via PolyU eLinks SFX Query
Show full item record

Page view(s)

Last Week
Last month
Checked on Aug 13, 2017

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.