EconPapers    
Economics at your fingertips  
 

Sensitivity Study of the Computational Parameters for the Deformation of Homogeneous Earth Dams

Yiqing Sun, Zhenzhong Shen, Liqun Xu, Lei Gan, Wenbing Zhang, Jinmeng Yang, Hongwei Zhang, Zhangxin Huang, Baotai Ma, Jiaao Yu and Shuo Wang

Mathematical Problems in Engineering, 2021, vol. 2021, 1-17

Abstract:

The deformation of dams has always been the focus of dam safety research. To more accurately study the effect of the Duncan–Chang model on the deformation of homogeneous Earth dams, this paper simulates the displacement variation of a homogeneous Earth dam through the finite element method based on the Duncan–Chang E-B model. The sensitivity of the Duncan–Chang E-B model parameters and the dam material density on the displacement of a homogeneous earthen dam in Gansu Province, China, were investigated using single-factor and multifactor analysis methods. The results show that the displacement variation of the dam during the completion and operation periods is consistent with the general rule for Earth and rock dams; the three parameters , , and are more sensitive to dam deformation; and the three parameters , , and are less sensitive to dam deformation.

Date: 2021
References: Add references at CitEc
Citations:

Downloads: (external link)
http://downloads.hindawi.com/journals/MPE/2021/2216366.pdf (application/pdf)
http://downloads.hindawi.com/journals/MPE/2021/2216366.xml (text/xml)

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:hin:jnlmpe:2216366

DOI: 10.1155/2021/2216366

Access Statistics for this article

More articles in Mathematical Problems in Engineering from Hindawi
Bibliographic data for series maintained by Mohamed Abdelhakeem ().

 
Page updated 2025-03-19
Handle: RePEc:hin:jnlmpe:2216366