Zobrazeno 1 - 10
of 690
pro vyhledávání: '"compression index"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 10, p 1701 (2024)
Accurate prediction of the compression index (cc) is essential for geotechnical infrastructure design, especially in clay-rich coastal regions. Traditional methods for determining cc are often time-consuming and inconsistent due to regional variabili
Externí odkaz:
https://doaj.org/article/0ce29e04536e426aa3e32aba80078257
Publikováno v:
Applied Sciences, Vol 14, Iss 19, p 8695 (2024)
Soil consolidation, particularly in fine-grained soils like clay, is crucial in predicting settlement and ensuring the stability of structures. Additionally, the compressibility of fine-grained soils is of critical importance not only in civil engine
Externí odkaz:
https://doaj.org/article/0eee379d76cf49bf824788bfa8d0e446
Publikováno v:
Magazine of Civil Engineering, Vol 17, Iss 3 (2024)
Soil settlement is a key parameter in engineering design of geotechnical structures. Two approaches have been used for the characterization of soil behaviour under one dimensional compression: the linear - nonlinear, the traditional approach, and the
Externí odkaz:
https://doaj.org/article/303f41dd03bd4bfe8a21c1ece01b05cf
Publikováno v:
Journal of Engineering, Vol 16, Iss 04 (2024)
Because of the time and expense involved in performing consolidation tests, it is often desirable to obtain approximate values of (C, and C,) by using other soil properties which are more easily determined. The literature contains numerous equations
Externí odkaz:
https://doaj.org/article/f5db486842e742a980ba4eda1a6ff873
Autor:
Ali Ulvi Uzer
Publikováno v:
Buildings, Vol 14, Iss 9, p 2688 (2024)
The compression index (Cc) serves as a crucial parameter in predicting consolidation settlement in fine-grained soils, representing the slope of the void ratio logarithmic effective stress curve obtained from oedometer tests. However, traditional con
Externí odkaz:
https://doaj.org/article/078a2c3ad89f4b0d9f1ac728c22fa890
Autor:
Yang Liu, Ruchen Ma, Yiyao Zhu, Xianting Yi, Alfrendo Satyanaga, Guoliang Dai, Peng Gao, Qian Zhai
Publikováno v:
Applied Sciences, Vol 14, Iss 16, p 7339 (2024)
Ground settlement resulting from consolidation may lead to tilted buildings, cracks in the pavement, damage to underground utilities, etc. Therefore, it is crucial to understand the consolidation behaviors (including primary consolidation and seconda
Externí odkaz:
https://doaj.org/article/18dc34b1e4d84b5e8ed17e41c37b391d
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 7, Iss 3, Pp 52-67 (2023)
Compression index is an effective assessment of primary consolidation settlement of clayey soils, but the process of obtaining compression index is time-consuming and laborious. Thus, in the present study, we developed two classical tree-based techni
Externí odkaz:
https://doaj.org/article/159344ee89754bf5a3c0c80340708622
Autor:
Luis Eduardo Akiyoshi Sanches Suzuki, Darcy Bitencourt Junior, Eloy Antonio Pauletto, Ezequiel Cesar Carvalho Miola, Pablo Rostirolla, Gilberto Strieder
Publikováno v:
Conservation, Vol 3, Iss 3, Pp 334-345 (2023)
Soil compaction is one of the main causes of soil degradation, and some parameters have been used to characterize it, like those related to compressibility and the degree of compactness. To evaluate the rotational grazing time during winter and the p
Externí odkaz:
https://doaj.org/article/fa4aaa6d42e04433ba632e526d3f7d3d
Publikováno v:
Journal of Engineering, Vol 30, Iss 02 (2024)
With the increase in industry and industrial products, quantities of waste have increased worldwide, especially plastic waste, as plastic pollution is considered one of the wastes of the modern era that threatens the environment and living organisms.
Externí odkaz:
https://doaj.org/article/93ba0442be904a19899bbb8a4790cad4
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