Zobrazeno 1 - 10
of 110
pro vyhledávání: '"Ibraim Erdin"'
Publikováno v:
E3S Web of Conferences, Vol 544, p 06007 (2024)
The prediction of stress-strain behaviour in soils is a problem that can be approached in different ways depending on the design scenario. In some cases, a multi-parameter constitutive model calibrated with non-routine soil tests may be appropriate,
Externí odkaz:
https://doaj.org/article/0719c012a2a2430b9c455c0f9d71c4ac
Publikováno v:
E3S Web of Conferences, Vol 544, p 04007 (2024)
To select appropriate stress-strain parameters for serviceability limit state calculations, an understanding is needed of the likely variation of stress-strain behaviour within the model displacement mechanism. One approach that may be utilised to in
Externí odkaz:
https://doaj.org/article/2dbd1777b1694a27b1555f533c9e2ae9
Publikováno v:
E3S Web of Conferences, Vol 544, p 11001 (2024)
The incorporation of cement to improve soil properties and attract the re-use of locally available materials has become a part of current geotechnical engineering projects. Its applicability varies from construction of pavement base layers, slope pro
Externí odkaz:
https://doaj.org/article/d99898f5d48b42518147c3e161457cb9
Publikováno v:
E3S Web of Conferences, Vol 92, p 14010 (2019)
The stockpiling of waste tires at landfill sites has become a nuisance for the society. One of the alternatives could be converting the recycled rubber into powdered form and mixing it with soil to use it as the backfill of the retaining structures.
Externí odkaz:
https://doaj.org/article/ca330fab5cee4a0e8e0fc8f79ee6ae9a
Publikováno v:
E3S Web of Conferences, Vol 92, p 11008 (2019)
This paper presents experimental triaxial tests conducted on two lightly cemented sand samples on the set-up conditions of a Hollow Cylinder Torsional Apparatus (HCTA). The laboratory study has been carried out on an angular to sub-angular silica san
Externí odkaz:
https://doaj.org/article/d3900bca488f43128b814a134c77907d
Autor:
Tarantino Alessandro, Ibraim Erdin
Publikováno v:
E3S Web of Conferences, Vol 92, p 00001 (2019)
Externí odkaz:
https://doaj.org/article/98c73d43efd24e75a3ebeedf126d11bb
Publikováno v:
E3S Web of Conferences, Vol 92, p 11011 (2019)
Distinct improvement techniques can be used when civil engineering structures are to be built on soils that do not present suitable mechanical characteristics. The soil improvement techniques can vary from compaction to chemical and mechanical stabil
Externí odkaz:
https://doaj.org/article/063c644dcbbd4b2d96bc57e26d807d99
Publikováno v:
E3S Web of Conferences, Vol 92, p 09005 (2019)
Granular soils exhibit particle crushing under certain loading circumstances, and it significantly affects their mechanical behaviour. However, the estimation of the particle crushing is extremely challenging. Therefore, new a technic based on passiv
Externí odkaz:
https://doaj.org/article/8ec2941f07ae420b855bea4dd660c849
Publikováno v:
EPJ Web of Conferences, Vol 140, p 12015 (2017)
The volume of scrap tyres, an undesired urban waste, is increasing rapidly in every country. Mixing sand and rubber particles as a lightweight backfill is one of the possible alternatives to avoid stockpiling them in the environment. This paper prese
Externí odkaz:
https://doaj.org/article/ae527341552a405697d0dc87077a5d28
Publikováno v:
In Cold Regions Science and Technology September 2023 213