Strength assessment of earth dams
A comparative method for estimating the stress-strain state of earth dams under the effect of static load is given in the paper using spatial and plane-strain models. The results of assessment of stress-strain state of several earth dams using these methods are given. Analysis of the results obtaine...
Main Authors: | , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2019-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_04015.pdf |
id |
doaj-152ed760b3194f1ca693d580fe164cbc |
---|---|
record_format |
Article |
spelling |
doaj-152ed760b3194f1ca693d580fe164cbc2021-02-02T05:01:38ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012650401510.1051/matecconf/201926504015matecconf_gccets2018_04015Strength assessment of earth damsSultanov Tokhirjon0Yuldoshev Bakhtiyor1Toshmatov Elyor2Yarashov Javlonbek3Ergashev Rustam4Mirsaidov Mirziyod5Tashkent Institute of Engineers of Irrigation and Mechanization in AgricultureTashkent Institute of Engineers of Irrigation and Mechanization in AgricultureTashkent Institute of Engineers of Irrigation and Mechanization in AgricultureTashkent Institute of Engineers of Irrigation and Mechanization in AgricultureTashkent Institute of Engineers of Irrigation and Mechanization in AgricultureTashkent Institute of Engineers of Irrigation and Mechanization in AgricultureA comparative method for estimating the stress-strain state of earth dams under the effect of static load is given in the paper using spatial and plane-strain models. The results of assessment of stress-strain state of several earth dams using these methods are given. Analysis of the results obtained allows us to conclude that a plane calculation model gives results almost identical to the ones obtained with spatial model; in future that can be the basis for developing recommendations on the use of certain calculation models. Some features of stress state in a spatial case are revealed, indicating the occurrence of dangerous areas with the greatest stresses.https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_04015.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Sultanov Tokhirjon Yuldoshev Bakhtiyor Toshmatov Elyor Yarashov Javlonbek Ergashev Rustam Mirsaidov Mirziyod |
spellingShingle |
Sultanov Tokhirjon Yuldoshev Bakhtiyor Toshmatov Elyor Yarashov Javlonbek Ergashev Rustam Mirsaidov Mirziyod Strength assessment of earth dams MATEC Web of Conferences |
author_facet |
Sultanov Tokhirjon Yuldoshev Bakhtiyor Toshmatov Elyor Yarashov Javlonbek Ergashev Rustam Mirsaidov Mirziyod |
author_sort |
Sultanov Tokhirjon |
title |
Strength assessment of earth dams |
title_short |
Strength assessment of earth dams |
title_full |
Strength assessment of earth dams |
title_fullStr |
Strength assessment of earth dams |
title_full_unstemmed |
Strength assessment of earth dams |
title_sort |
strength assessment of earth dams |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2019-01-01 |
description |
A comparative method for estimating the stress-strain state of earth dams under the effect of static load is given in the paper using spatial and plane-strain models. The results of assessment of stress-strain state of several earth dams using these methods are given. Analysis of the results obtained allows us to conclude that a plane calculation model gives results almost identical to the ones obtained with spatial model; in future that can be the basis for developing recommendations on the use of certain calculation models. Some features of stress state in a spatial case are revealed, indicating the occurrence of dangerous areas with the greatest stresses. |
url |
https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_04015.pdf |
work_keys_str_mv |
AT sultanovtokhirjon strengthassessmentofearthdams AT yuldoshevbakhtiyor strengthassessmentofearthdams AT toshmatovelyor strengthassessmentofearthdams AT yarashovjavlonbek strengthassessmentofearthdams AT ergashevrustam strengthassessmentofearthdams AT mirsaidovmirziyod strengthassessmentofearthdams |
_version_ |
1724304374826532864 |