Strain Analysis of the Nuozhadu High Rockfill Dam during Initial Impoundment
Joint Authors
Source
Mathematical Problems in Engineering
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-12, 12 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-07-30
Country of Publication
Egypt
No. of Pages
12
Main Subjects
Abstract EN
The safety of rockfill dams during initial impoundment has always been an issue of interest for regulatory agencies.
Specifically, it is necessary to identify potential tensile strain zones and shear strain concentration zones in which cracks may form.
In this paper, a meshless smoothing method is proposed to construct the strain field of a prototype dam based on monitoring displacement data.
For verification, this method is applied to calculate the strain field of the Nuozhadu core wall rockfill dam.
The results show that the proposed method can provide regulatory agencies with an effective tool for dam inspection during initial impoundment.
American Psychological Association (APA)
Lv, Xiaolong& Chi, Shichun. 2018. Strain Analysis of the Nuozhadu High Rockfill Dam during Initial Impoundment. Mathematical Problems in Engineering،Vol. 2018, no. 2018, pp.1-12.
https://search.emarefa.net/detail/BIM-1208792
Modern Language Association (MLA)
Lv, Xiaolong& Chi, Shichun. Strain Analysis of the Nuozhadu High Rockfill Dam during Initial Impoundment. Mathematical Problems in Engineering No. 2018 (2018), pp.1-12.
https://search.emarefa.net/detail/BIM-1208792
American Medical Association (AMA)
Lv, Xiaolong& Chi, Shichun. Strain Analysis of the Nuozhadu High Rockfill Dam during Initial Impoundment. Mathematical Problems in Engineering. 2018. Vol. 2018, no. 2018, pp.1-12.
https://search.emarefa.net/detail/BIM-1208792
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1208792