OPTIMIZATION OF CLAY CORE DIMENSIONS IN EARTH DAMS USING GENETIC ALGORITHM

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

MONTASERI M.; DEIMINIAT A.; GHEZELSOFLOO A.A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Water and Soil Science Year:2010 | Volume:20.1 | Issue:3 Page(s): 73-86

Download Full-Text

Persian Verion

View:

1,201

Download:

Cites:

Information Journal Paper

Title

OPTIMIZATION OF CLAY CORE DIMENSIONS IN EARTH DAMS USING GENETIC ALGORITHM

Author(s)

MONTASERI M. | DEIMINIAT A. | GHEZELSOFLOO A.A. | Issue Writer Certificate

Keywords

CLAY COREQ2

EMBANKMENT DAMQ2

GENETIC ALGORITHMQ3

OPTIMIZATIONQ3

REGRESSION MODELQ3

Abstract

Regarding to problems that may arise during OPTIMIZATION of all parts of an earth dam simultaneously, it is more convenient to optimize each part separately by considering the effects of other parts on it. In this research, a new program for optimal geometry design of the CLAY CORE in EMBANKMENT DAMs was proposed. This program leads to desired design with minimum volume of core materials. A GENETIC ALGORITHM was employed to fulfill the design. The algorithm, judiciously searches for optimal design within the problem space. While the algorithm searches for OPTIMIZATION, some constraints such as seepage, hydraulic gradient and safety factor of stability are considered. In order to determine the values of these constraints through different kinds of designs, the new simple models were used. These models were obtained by linear regression approach. The results shows that REGRESSION MODELs have successful operations and a general optimal plan design of core can be achieved for EMBANKMENT DAMs.

Cites

No record.

References

No record.

Cite

APA: Copy

MONTASERI, M., DEIMINIAT, A., & GHEZELSOFLOO, A.A.. (2010). OPTIMIZATION OF CLAY CORE DIMENSIONS IN EARTH DAMS USING GENETIC ALGORITHM. WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE), 20.1(3), 73-86. SID. https://sid.ir/paper/147839/en

Vancouver: Copy

MONTASERI M., DEIMINIAT A., GHEZELSOFLOO A.A.. OPTIMIZATION OF CLAY CORE DIMENSIONS IN EARTH DAMS USING GENETIC ALGORITHM. WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE)[Internet]. 2010;20.1(3):73-86. Available from: https://sid.ir/paper/147839/en

IEEE: Copy

M. MONTASERI, A. DEIMINIAT, and A.A. GHEZELSOFLOO, “OPTIMIZATION OF CLAY CORE DIMENSIONS IN EARTH DAMS USING GENETIC ALGORITHM,” WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE), vol. 20.1, no. 3, pp. 73–86, 2010, [Online]. Available: https://sid.ir/paper/147839/en

Related Journal Papers