Zobrazeno 1 - 10
of 1 055
pro vyhledávání: '"Embankment dam"'
Autor:
Evren Seyrek, Sadettin Topçu
Publikováno v:
Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, Vol 32, Iss 1, Pp 1169-1176 (2024)
Dolgu barajların uzun dönemli güvenliği, sızma akımının gerçekleştiği zeminlerin içsel stabilitesine bağlıdır. Sufüzyon/sufozyon, kohezyonsuz zeminlerde görece ince malzemelerin, iri malzemelerin arasındaki boşluklardan sızma akı
Externí odkaz:
https://doaj.org/article/f8dfc9b8005f4977be0aa2f619c66fa9
Publikováno v:
PeerJ, Vol 12, p e17934 (2024)
Background Embankment dams were built south of the Laizhou bay in China for controlling storm surge disasters, but they are not enough to replace coastal forests in protecting the land. This study was designed to evaluate the effects of embankment da
Externí odkaz:
https://doaj.org/article/18d5bf3083ca49ceae540d4013967ec1
Publikováno v:
Journal of Engineering, Vol 30, Iss 07 (2024)
Dams are mega structures that retain huge volumes of water and their safety is important to national security, economy, and public interest. In this study, the types of regular measurements with their recorded value for Haditha Dam were checked for c
Externí odkaz:
https://doaj.org/article/37638d64121647138b9abe962cceacf5
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
We suggest a new approach for evaluating the dynamic response of existing embankment dams as a guideline for national engineering regulations in Serbia. This novel concept is applied to the case study of the existing embankment dam “Zavoj” (Serbi
Externí odkaz:
https://doaj.org/article/b0671c96f15f48348ddd78974e8c988e
Deformation Field Analysis of Small-Scale Model Experiment on Overtopping Failure of Embankment Dams
Publikováno v:
Water, Vol 15, Iss 24, p 4309 (2023)
There are a large number of reservoir dams in China, of which embankment dams account for more than 90%, and public safety will be seriously endangered in case of dam failure. Overtopping is the leading cause of dam failure, and the existing research
Externí odkaz:
https://doaj.org/article/26a3077240684c53ae01967b4c3c741a
Autor:
Yelbek Bakhitovich Utepov, Timoth Mkilima, Aliya Kairatovna Aldungarova, Zhanbolat Anuarbekovich Shakhmov, Sungat Berkinovich Akhazhanov, Nargul Amanovna Saktaganova, Uliya Baktybaevna Abdikerova, Aigul Moldashevna Budikova
Publikováno v:
Infrastructures, Vol 8, Iss 10, p 148 (2023)
The study examined the intricate relationships between embankment slope configurations, toe drain designs, and drawdown scenarios. It utilized a unique combination of numerical, physical, and mathematical models. The investigation involved 16 numeric
Externí odkaz:
https://doaj.org/article/142318f7b88a443886367da6f091ee88
Publikováno v:
Magazine of Civil Engineering, Vol 117, Iss 01 (2023)
Loading conditions are among the significant determinants of the stability of embankment dams: they need to be carefully investigated during the design phase of the dam construction. Unfortunately, it is almost impossible to investigate the combinati
Externí odkaz:
https://doaj.org/article/4e5574dc33ce4cce91879d585da2292d
Autor:
Yelbek Utepov, Zbigniew Lechowicz, Askar Zhussupbekov, Zdzisław Skutnik, Aliya Aldungarova, Timoth Mkilima
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 1, Pp 539-553 (2022)
A fast reduction of a reservoir level may result in instability of an earth dam caused by the high pore water pressures that remain relatively high in the embankment. Moreover, the dissipation of the accumulated pore water pressures is highly depende
Externí odkaz:
https://doaj.org/article/dd38c63ec5a6478ea37b6629cacd8239
Autor:
Milica Markovic, Novak Radivojevic, Miona Andrejevic Stosovic, Jelena Markovic Brankovic, Srdjan Zivkovic
Publikováno v:
Tehnički Vjesnik, Vol 29, Iss 5, Pp 1733-1740 (2022)
Regular surveillance, data acquisition, and visual observation of high embankment dams are extremely important for the stability analysis of these structures. The stability issues that could occur during a dam's lifetime are mainly related to slope i
Externí odkaz:
https://doaj.org/article/d59b147c84984d1cb95569cac1aff57c