Zobrazeno 1 - 10
of 1 263
pro vyhledávání: '"Expansive Soils"'
Autor:
M. Behzadipour, N. Khayat
Publikováno v:
مهندسی عمران شریف, Vol 40, Iss 2, Pp 29-38 (2024)
In some regions with hot and dry climate conditions, the temperature varies greatly between day and night. Therefore, the materials used in construction projects are exposed to a large number of thermal cycles daily. In this research, the application
Externí odkaz:
https://doaj.org/article/2abd1040039d41abb9a208c2eed5ac62
Autor:
Mehdi Hashemi Jokar, Ali Heidaripanah
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 8, Iss 4 (2024)
Civil engineering faces significant challenges from expansive soils, which can lead to struc-tural damage. This study aims to optimize subtractive clustering and Fuzzy C-Mean Cluster-ing (FCM) models for the most accurate prediction of swelling perce
Externí odkaz:
https://doaj.org/article/43313b45e4694e11bad3bae3a5b29ddc
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-34 (2024)
Abstract This research suggests a robust integration of artificial neural networks (ANN) for predicting swell pressure and the unconfined compression strength of expansive soils (P s UCS-ES). Four novel ANN-based models, namely ANN-PSO (i.e., particl
Externí odkaz:
https://doaj.org/article/5741064f6d594b078e52d0191990dbf0
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 5, Pp 1896-1917 (2024)
Geotechnical engineering data are usually small-sample and high-dimensional, which brings a lot of challenges in predictive modeling. This paper uses a typical high-dimensional and small-sample swell pressure (Ps) dataset to explore the possibility o
Externí odkaz:
https://doaj.org/article/44eef10929794f54a59593f79db7bf72
Publikováno v:
In Journal of Building Engineering 15 November 2024 97
Autor:
Joseph Mwıtı Marangu, Kidist Dereje Bedada, Ismael Kınotı, Julius Ratumo Toerı, Loyford Muchuı Mugambı
Publikováno v:
Journal of Sustainable Construction Materials and Technologies, Vol 8, Iss 4, Pp 319-343 (2023)
Expansive soils cover a huge portion of the total land area in the world. They absorb water and expand, then shrink when they dry out. The volume change exerts pressure on engineering structures causing deformations, cracks, and movement of walls. Th
Externí odkaz:
https://doaj.org/article/0813b8baea784e90b406319a652c8487
Publikováno v:
Geotechnics, Vol 3, Iss 4, Pp 989-1003 (2023)
The challenge of maintaining ride quality and serviceability in flexible pavements built over expansive soil deposits remains a critical concern for transportation agencies. These expansive subgrades exhibit swell-shrink behavior in response to moist
Externí odkaz:
https://doaj.org/article/d5a2dfcf34f24913a90c7fd804345de5
Publikováno v:
علوم آب و خاک, Vol 27, Iss 2, Pp 241-253 (2023)
The use of biotechnology-based methods in the field of geotechnical engineering has led to the birth of new knowledge of biogeotechnology and several studies have been conducted using this new knowledge in various geotechnical issues including reduci
Externí odkaz:
https://doaj.org/article/62728bccb733452f947eb3e80d626c37
Publikováno v:
Geotechnics, Vol 3, Iss 3, Pp 921-936 (2023)
This paper assesses the performance of an embankment constructed in 2010 with a stabilised expansive soil. Two types of treatment were employed at construction time: 4% lime and a mix of 2% lime and 3% cement. A sampling campaign was carried out in 2
Externí odkaz:
https://doaj.org/article/cd744d2ca794412fb21f2841c0c36d33
Autor:
Laizhong Ding, Chunyi Li, Zhen Lei, Changjie Zhang, Lei Wei, Zengzhang Guo, Ying Li, Xin Fan, Daokun Qi, Junjian Wang
Publikováno v:
Heliyon, Vol 10, Iss 4, Pp e26301- (2024)
Slope deformation is one of the focal issues of concern during the normal operation and maintenance of the South-North Water Transfer Middle Route Project. To study the slope deformation evolution in the deep excavation section at the head of the can
Externí odkaz:
https://doaj.org/article/1eba1d07188c4ceaa1d6a14463243507