Zobrazeno 1 - 10
of 905
pro vyhledávání: '"liquid limit"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-16 (2024)
Abstract The low liquid limit silty soil in the North China plain area is generally unsuitable for direct use as roadbed and slope soil. In order to improve the performance of low liquid limit silty soil, xanthan gum was used as an improver. Through
Externí odkaz:
https://doaj.org/article/73275b4b1a6140b78975b73e2f149d88
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 15, Iss 1 (2024)
AbstractThe selection of structural strength indicators is of utmost importance for slope engineering safety. This paper, with the backdrop of the destruction of high liquid limit clay layers in the Huai River slope, aims to investigate the influence
Externí odkaz:
https://doaj.org/article/265b5c62fd424dd6b26459db87456168
Akademický článek
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Publikováno v:
Energy Reports, Vol 9, Iss , Pp 135-141 (2023)
A large number of mixed soils exist in nature, including sand–clay mixtures, silt–clay mixtures and clay–clay mixtures. The physical parameters of soils are the basis for investigating their mechanical properties (compression, permeability, str
Externí odkaz:
https://doaj.org/article/713eccfbc7ac4c16b6f39dc855121bf9
Prediction of Safe Bearing Capacity with Adaptive Neuro-Fuzzy Inference System of Fine-Grained Soils
Autor:
Vaddi Phani Kumar, Ch Sudharani
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 6, Iss 4, Pp 83-94 (2022)
A lot of fieldwork is required to assess the safe bearing capacity (SBC) of fine-grained soil using IS Code, along with performing shear parameters to determine angle of internal friction and cohesion. Standard penetration tests are conducted in orde
Externí odkaz:
https://doaj.org/article/b79eaa963e934f8daa3f0fc01ca2aeb2
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 775-785 (2022)
Many empirical equations have been proposed in the past to predict the parameters of the one-dimensional normal consolidation line (1D-NCL) for soils. However, applications of these equations are limited to specific range of pressure and plasticity s
Externí odkaz:
https://doaj.org/article/08c05ad76f114a9f91182f1d69017e34
Autor:
Grzegorz Straż
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 1, Pp 459-477 (2022)
This paper discusses the use of the Casagrande Cup and Cone Penetrometer Methods for determining the liquid limit of selected organic soils in in the south-eastern region of Poland in laboratory conditions in accordance with the latest standard guide
Externí odkaz:
https://doaj.org/article/a367581faeaf48c2947dfdd3c2eff005
Akademický článek
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Akademický článek
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Autor:
YOHANNA PAUL, BADAMASI ABDULRAHMAN, ISHOLA KAZEEM, ODOH KELVIN CHUKWUEBUKA, ABDULKADIR MOHAMMED NYAKO, FWANGSHAK GAYUS MIJE
Publikováno v:
Journal of Engineering Studies and Research, Vol 28, Iss 2 (2022)
A study on the effect of sisal fibre and waste plastic strips on tropical black clay (also called Black cotton soil, BCS) was carried out. Tests piloted on the natural and treated soil consist of California bearing ratio (CBR), Atterberg limits and c
Externí odkaz:
https://doaj.org/article/5a3f5f2b5ba14713af40a4c15b8d2cca