Zobrazeno 1 - 10
of 299
pro vyhledávání: '"coefficient of consolidation"'
Publikováno v:
Soils and Foundations, Vol 64, Iss 6, Pp 101533- (2024)
Physics-informed neural networks (PINNs) have been proposed for incorporating physical laws into deep learning. PINNs can output solutions that satisfy physical laws by introducing information, such as partial differential equations (PDEs), boundary
Externí odkaz:
https://doaj.org/article/6807cbdbbb8b42fd8d472d2380720f50
Publikováno v:
Soils and Foundations, Vol 63, Iss 5, Pp 101362- (2023)
Roads on peat grounds are subject to stringent requirements in terms of controlling the residual settlement during their service period in order to minimize the post-construction maintenance work. This paper addresses the applicability of the Finite
Externí odkaz:
https://doaj.org/article/d7c34f0bc0984d75a1c0facdf5f68f8a
Autor:
Sirin Ozkan Ipek, Kaveh Dehghanıan
Publikováno v:
Journal of Sustainable Construction Materials and Technologies, Vol 7, Iss 4, Pp 302-315 (2022)
Correlations between compression index and atterberg limits found in the literature are very important for preliminary estimation. These equations are usually interpreted based on the R-square parameter and classified according to the conditions of t
Externí odkaz:
https://doaj.org/article/441a14b8087e48ab9e16a6e046890da3
Autor:
Alex Otieno Owino, Zakaria Hossain
Publikováno v:
Soils and Foundations, Vol 63, Iss 4, Pp 101351- (2023)
Recently, environmentally friendly soil reinforcement and stabilization techniques, used to reconstitute weak expansive soils, are on the rise, calling for an in-depth analysis of the consolidation projections on the engineering structures built on t
Externí odkaz:
https://doaj.org/article/cf0d3bd81f2341de9c48932f4b3ab148
Akademický článek
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Akademický článek
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Autor:
Duong Hong Tham
Publikováno v:
Ho Chi Minh City Open University Journal of Science - Engineering and Technology, Vol 11, Iss 1, Pp 79-88 (2022)
This paper deals with the approach of predicting the consolidation settlement for a multi-layered foundation concerning the change in the compressibility of the settlement layers. This non-linear problem is preliminarily solved by using the Massachus
Externí odkaz:
https://doaj.org/article/7827c41af2f04175baee336c4f34a612
Publikováno v:
Bulletin of the Mineral Research and Exploration, Vol 166, Iss 166, Pp 71-83 (2021)
The scope of this investigation is to compare the coefficient of consolidation (cv) values defined by the Taylor’s Square Root of Time Fitting Method, which is obtained from the conventional oedometer tests, with the cv values calculated by Terzagh
Externí odkaz:
https://doaj.org/article/9d9e6ddd716b4f968fae09c2b931ae00
Autor:
Romana Mariyam Rasheed, Arif Ali Baig Moghal, Sai Sampreeth Reddy Jannepally, Ateekh Ur Rehman, Bhaskar C. S. Chittoori
Publikováno v:
Buildings, Vol 13, Iss 9, p 2230 (2023)
Kuttanad is a region that lies in the southwest part of Kerala, India, and possesses soft soil, which imposes constraints on many civil engineering applications owing to low shear strength and high compressibility. Chemical stabilizers such as cement
Externí odkaz:
https://doaj.org/article/2c5bd8b299424a8ba8daf0c07aac5bfe
Autor:
Habib M. Mohamad, Adnan Zainorabidin, Baba Musta, M. Nursyahrain Mustafa, Adriana Erica Amaludin, Mohamad Niizar Abdurahman
Publikováno v:
Eurasian Journal of Soil Science, Vol 10, Iss 3, Pp 259-268 (2021)
It is known that peat soil is highly compressible. A constituent of peat soil from Klias, Sabah covering a wide range of index properties of fiber contents, specific gravity, organic contents and moisture contents were subjected to one-dimensional co
Externí odkaz:
https://doaj.org/article/8064e34caa784cd5b4e62fcc92c00c6a