Specifications

Language: Chinese
ISSN: 10004548
CODEN: YGXUEB
Document type: Journal article (JA)
Publisher: Chinese Society of Civil Engineering, 34 Hujuguan, Nanjing, 210024, China
Abstract: Based on the monitoring results of the post-construction settlement of the loess-filled
embankment foundation of Lu¨liang Airport, the components of the post-construction
settlement of the high fill and the original foundation and the causes of uneven settlement are
analyzed. The influence factors such as the height of fill, filling rate, general compaction degree
and time on the post-construction settlement are quantitatively analyzed. The recursive analysis
method based on the strain rate is proposed to predict the post-construction settlement. The
results show that the decrease of the filling rate, appropriate increase of foundation compaction
degree and decrease of filling height are the effective measures to reduce the post-construction
settlement. The recursive analysis can more approximately describe the effect of construction
technology on post-construction settlement.
Number of references: 14
Main heading: Settlement of structures
Controlled terms: Airports - Compaction - Filling - Foundations - Sediments
Uncontrolled terms: Construction technologies - Effective measures - Embankment
foundation - Monitoring results - Post-construction settlement - Recursive analysis -
Settlement monitoring - Spatiotemporal law
Classification code: 402 Buildings and Towers - 405 Construction Equipment and Methods;
Surveying - 431.4 Airports - 483 Soil Mechanics and Foundations - 536.1 Powder
Metallurgy Operations - 691.2 Materials Handling Methods
Database: Compendex
Compilation and indexing terms, © 2013 Elsevier Inc.
12.
Accession number: 20131416175212
Title: Mesoscopic deformation mechanism of loess high-fill foundation based on soil electrical
resistivity
Authors: Zhu, Caihui1 ; Li, Ning1/朱才辉;李宁
Author affiliation: 1 Institute of Geotechnical Engineering, Xi'an University of Technology,
Xi'an, Shaanxi 710048, China
Corresponding author: Zhu, C. ([e-mail])
Source title: Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and
Engineering
Abbreviated source title: Yanshilixue Yu Gongcheng Xuebao
Volume: 32
Issue: 3
Issue date: March 2013
Publication year: 2013
Pages: 640-648
Language: Chinese
ISSN: 10006915