Zobrazeno 1 - 10
of 82
pro vyhledávání: '"Lindh, Per"'
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 32, Iss 1, Pp 194-204 (2023)
Evaluating the subground properties during the initial stage of a construction of building is important in order to estimate the suitability of soil quality to the technical requirements of bearing capacity, resistance to stress, and strength. This s
Externí odkaz:
https://doaj.org/article/054a8861bf0346f4ab58dcbc62889914
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Slovak Journal of Civil Engineering, Vol 31, Iss 1, Pp 10-21 (2023)
This study is aimed at evaluating the strength of stabilised soil collected from the Port of Norvik, Stockholm, Sweden, where 350,000 m3 of clay had to be stabilized. The tests were performed in the laboratory of the Swedish Geotechnical Institute (S
Externí odkaz:
https://doaj.org/article/9b03bd4af07544f789abdb1bac5c2c66
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Transport and Telecommunication, Vol 24, Iss 1, Pp 73-82 (2023)
Clay soils can cause significant distress in road construction due to their low strength. Stabilizing such soil improve with binder agents prior to the geotechnical works can significantly its performance and ensure safety and stability of roads whil
Externí odkaz:
https://doaj.org/article/fc75b1d6103a466dba026c36d8284552
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 11, Iss 2, Pp 1-13 (2022)
In this paper we propose a new technique of soil stabilization for road construction based on using new alternative binders. The project aims to evaluate the effects of alternative additive materials in soil stabilization contexts for road constructi
Externí odkaz:
https://doaj.org/article/603f28737f7c4d9a97c360a25ea1b9bf
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Nonlinear Engineering, Vol 11, Iss 1, Pp 693-710 (2022)
The strength of soil can significantly increase by stabilisation with binders. Adding binders in correct proportions to improve soil parameters is of paramount importance for earthworks. In this article, we presented a framework to explore strength c
Externí odkaz:
https://doaj.org/article/bf65d57175f54f9c902f6ef29fe5ac30
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Civil and Environmental Engineering, Vol 18, Iss 2, Pp 726-735 (2022)
In this study, the stabilization process is introduced to a clayey expansive soil collected in southern Sweden. The tests examined strength parameters of expansive soil stabilized by different binders using combination of both traditional binders (ce
Externí odkaz:
https://doaj.org/article/7989cd1755794584a1d91712847b66ca
Autor:
Lindh Per, Lemenkova Polina
Publikováno v:
Nordic Concrete Research, Vol 65, Iss 2, Pp 39-62 (2021)
Marine sediments can be stabilized by ultra high-strength binders: cement, Cement Kiln Dust (CKD) and slag. The properties of the stabilized soil indicate potential to their reuse. This study investigated the performance of the unconfined compressive
Externí odkaz:
https://doaj.org/article/65c91f8c7d584459adabf521f1ee4c3e
Autor:
Lindh, Per1,2 (AUTHOR) per.lindh@byggtek.lth.se, Lemenkova, Polina3 (AUTHOR) polina.lemenkova@ulb.be
Publikováno v:
Algorithms. Jun2023, Vol. 16 Issue 6, p303. 28p.
Autor:
Lindh, Per1,2 (AUTHOR), Lemenkova, Polina3 (AUTHOR) polina.lemenkova@ulb.be
Publikováno v:
Materials (1996-1944). Nov2022, Vol. 15 Issue 21, p7798. 25p.