Premium
Effect of Unsaturated Expansive Soils on Canal Linings: A Case Study on the Tabriz Plain Canal, Iran
Author(s) -
Sarand Fariba Behrooz,
HajialilueBonab Masoud
Publication year - 2017
Publication title -
irrigation and drainage
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.421
H-Index - 38
eISSN - 1531-0361
pISSN - 1531-0353
DOI - 10.1002/ird.2113
Subject(s) - expansive clay , geotechnical engineering , soil water , displacement (psychology) , geology , drainage , deformation (meteorology) , soil science , psychology , ecology , oceanography , biology , psychotherapist
Abstract Because of the linear nature of water conveyance projects, they include various geological formations and are usually in contact with water. For these reasons, most constructed irrigation and drainage networks are subject to deformation and displacement due to problematic soils. One of these problematic beds is unsaturated expansive soil. Unreinforced trapezoidal canals are damaged when constructed on these types of soils. In the present study, this phenomenon has been studied using field observations and numerical modelling. In practice, a filter layer is used to reduce soil swelling effects on the canal lining in the Tabriz plain project. To investigate the performance of this layer, the amount of soil swelling and relative displacement of the canal section panels are measured by recording of surveying points. This phenomenon is also modelled numerically. Using the results obtained, the swelling of the bed soil is calculated at different parts of the canal section with the filter and without it and the locations of maximum movements are determined. In order to predict the interaction behaviour between unsaturated expansive soil and concrete lining under different moisture conditions, a special constitutive unsaturated soil behaviour model has been selected in the software. The results of analysis show the location of maximum deformation and stress concentration on the canal section. Using these results, the effect of joint locations to reduce the destructive interaction force can be obtained. In addition, comparison between the results of numerical modelling and field data illustrates acceptable accuracy of the numerical modelling. Copyright © 2017 John Wiley & Sons, Ltd.