Zobrazeno 1 - 10
of 1 839
pro vyhledávání: '"Internal erosion"'
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 5, Pp 182-194 (2024)
Due to the influence of extreme rainfall and high intensity human engineering activities, the advance speed of the gully head in the Loess Tableland is intensified, which seriously threatens the economic and social development of the Loess Tableland.
Externí odkaz:
https://doaj.org/article/0333917fc1c84874ae25ac785ca491b7
Publikováno v:
Civil and Environmental Engineering, Vol 20, Iss 1, Pp 332-348 (2024)
Internal erosion is a phenomenon that occurs in soils constituting hydraulic structures under the influence of internal flow. This erosion occurs because of pipe erosion which becomes widespread, leading in some cases to the rupture of the structure.
Externí odkaz:
https://doaj.org/article/9ab9cb3d66c4473ca90676edd2ddb950
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-17 (2024)
Abstract Loess structure is the physical key factor that determines its stability and consists of macro-pores, loose texture, and water sensitivity. The structural change characteristics and effects of the undisturbed loess before and after water inf
Externí odkaz:
https://doaj.org/article/ebe1102124d04581849c6a7a6176566e
Publikováno v:
آب و توسعه پایدار, Vol 11, Iss 1, Pp 83-91 (2024)
Internal erosion is a common reason for dam failure, which is caused by soil subsidence and the formation of sinkholes. This phenomenon typically occurs in internally unstable soils. The dam is located in Neyshabour City and is built on a deep alluvi
Externí odkaz:
https://doaj.org/article/e0fa1afb3bcf4de0bf5faf47344732a8
Autor:
Anthony Atkinson, Mitchell Neilsen
Publikováno v:
GeoHazards, Vol 5, Iss 2, Pp 350-363 (2024)
The work detailed here is part of an international initiative on the evaluation of dam safety simulation software for internal erosion performance and best practices. The primary experiments involve simulating uncertainty in the failure events of two
Externí odkaz:
https://doaj.org/article/5f0094ed32a74fe49fbb48b0d5c01b1b
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:
Frontiers in Earth Science, Vol 12 (2024)
IntroductionInternal erosion triggered by water pipeline leaks seriously threatens the stability of the urban ground. Hangzhou, a city in Zhejiang Province, China, is facing critical challenges due to urban ground collapse (UGC) caused by internal er
Externí odkaz:
https://doaj.org/article/4174f7e38fe241bb817a3685c0fc3c9a
Publikováno v:
Frontiers in Earth Science, Vol 12 (2024)
Compared with engineering materials for earth structures subjected to prolonged, sustained hydraulic loading, the internal erosion process of widely graded loose soils (WGLS) under short-term, fluctuating hydraulic loading conditions remains insuffic
Externí odkaz:
https://doaj.org/article/3af2614a1a59440aae8fc8421b9616f5
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