Zobrazeno 1 - 10
of 273
pro vyhledávání: '"Fall cone"'
Autor:
Nemanja Marinković, Elefterija Zlatanović, Nebojša Davidović, Zoran Bonić, Nikola Romić, Branimir Stanković, Lazar Živković
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 22, Iss 2, Pp 165-174 (2024)
Determination of the Atterberg’s limits is necessary for the classification of fine-grained soil. That limits can be determined according to the valid standard SRPS EN ISO 17892-12. Two methods are prescribed by the standard for determining the liq
Externí odkaz:
https://doaj.org/article/bd34dacdea8f47e99309dcfc98137f16
Autor:
Davor Marušić, Vedran Jagodnik
Publikováno v:
Rudarsko-geološko-naftni Zbornik, Vol 38, Iss 3, Pp 133-145 (2023)
The Fall cone liquid limit testing procedure for low plasticity soil mixtures with sand, including the sample preparation procedure and the implementation of Fall cone plastic limit determination suggestions are covered within this research. A Fall c
Externí odkaz:
https://doaj.org/article/b81209aa39b8458992e1223125587398
Autor:
Eyyüb Karakan
Publikováno v:
Engineering Science and Technology, an International Journal, Vol 41, Iss , Pp 101405- (2023)
The Fall-cone test is a useful method which can be used in evaluation of many soil index and strength identifiers. In this regard, the flow index is calculated as the slope of the plot of water content against natural logarithm of the penetration dep
Externí odkaz:
https://doaj.org/article/605fe67a53054c56821287b78e1ec021
Autor:
Satoru Shimobe, Giovanni Spagnoli
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 12, Iss 6, Pp 1347-1355 (2020)
This paper analyzed the consistency of some parameters of soils in the literature and experimental results from fall cone test and its application to soil plasticity classification. Over 500 data from both literatures and experiments using fall cone
Externí odkaz:
https://doaj.org/article/ee3b5c9177bd4fe490c53f6cd481b184
Publikováno v:
한국해양공학회지, Vol 34, Iss 3, Pp 202-207 (2020)
A track-type underwater construction robot (URI-R) was developed by the Korea Institute of Ocean Science & Technology. Because URI-R uses tracks to move on the seabed, insufficient ground strength may hinder its movement. For smooth operation of URI-
Externí odkaz:
https://doaj.org/article/12f0f3877c254aaf904e4b8c05f208ad
Autor:
Eyyüb Karakan
Publikováno v:
Applied Sciences, Vol 12, Iss 17, p 8616 (2022)
In geotechnical engineering applications, it is very important to obtain the undrained shear strength of remolded soils accurately and reliably. This study aims to obtain a trustworthy solution to determine the undrained shear strength of remolded cl
Externí odkaz:
https://doaj.org/article/0fd71d323bce4f7589df93a882e63b48
Akademický článek
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Autor:
Binu Sharma, A. Sridharan
Publikováno v:
International Journal of Geo-Engineering, Vol 9, Iss 1, Pp 1-10 (2018)
Abstract Undrained shear strength of a soil at the liquid limit water content can be considered to be around 1.7 kPa according to several researchers. Plasticity index of soils has been defined by one school of thought as a range of water content pro
Externí odkaz:
https://doaj.org/article/b9ba9219256e489a93f9e012aa78ee51
Akademický článek
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Akademický článek
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