Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Per Lindh"'
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Acta Polytechnica, Vol 63, Iss 2, Pp 140-157 (2023)
In this paper, we present a new framework for improving soil strength using an advanced method of engineering statistics. The materials included clay till collected in Yttre Ringvägen, southern Sweden. Binders included quicklime, slag and ordinary P
Externí odkaz:
https://doaj.org/article/e55ce7c9631d4519924f5c05f7e97110
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Construction Materials, Vol 3, Iss 1, Pp 110-126 (2023)
This study aimed at evaluating the effect of blended binders on the stabilization of clayey soils intended for use as road and pavement materials in selected regions of Sweden. The stabilization potential of blended binders containing five stabilizer
Externí odkaz:
https://doaj.org/article/ccae40628d194a8391c86e42ad691cc6
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Archive of Mechanical Engineering, Vol vol. 69, Iss No 4, Pp 667-692 (2022)
The study investigates the effect of Portland cement and ground granulated blast furnace slag (GGBFS) added in changed proportions as stabilising agents on soil parameters: uniaxial compressive strength (UCS), Proctor compactness and permeability. Th
Externí odkaz:
https://doaj.org/article/6bae83badb5c47ad8fa6b2749f7a12aa
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Algorithms, Vol 16, Iss 6, p 303 (2023)
To optimize the workflow of civil engineering construction in a harbour, this paper developed a framework of the contaminant leaching assessment carried out on the stabilized/solidified dredged soil material. The specimens included the sampled sedime
Externí odkaz:
https://doaj.org/article/ed8216cd187d4965a496d7807fd9990a
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Bulletin of the Polish Academy of Sciences: Technical Sciences, Vol 70, Iss 4 (2022)
Evaluating soil strength by geophysical methods using P-waves was undertaken in this study to assess the effects of changed binder ratios on stabilization and compression characteristics. The materials included dredged sediments collected in the seab
Externí odkaz:
https://doaj.org/article/94804298e0bd467cb0fa4c3906afc12c
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Materials, Vol 15, Iss 21, p 7798 (2022)
This paper addresses the problem of stabilisation of poor subgrade soil for improving its engineering properties and stiffness. The study aim is to evaluate the effects from single and mixed binders on the gain of strength in sandy soil over the peri
Externí odkaz:
https://doaj.org/article/bc0b7275d45b424d8361f14a1e6fd8d5
Autor:
Per Lindh, Polina Lemenkova
Publikováno v:
Slovak Journal of Civil Engineering. 31:10-21
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://explore.openaire.eu/search/publication?articleId=doi_________::d6d75c3a95f92a9630298f8512799c99
https://doi.org/10.2478/sjce-2023-0002
https://doi.org/10.2478/sjce-2023-0002
Autor:
Per Lindh, Lemenkova, Polina
This paper aims to evaluate the effects of blended binders on the development of strength in moraine soils by optimising the proportion of several binders. We tested three types of soil as a mixture of moraine soils: A (sandy clay), B (clayey silt) a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::35f1726ecf3832c7f1f6ea1c01a4f6bd
Autor:
Lemenkova, Per Lindh, Polina
Publikováno v:
Algorithms; Volume 16; Issue 6; Pages: 303
To optimize the workflow of civil engineering construction in a harbour, this paper developed a framework of the contaminant leaching assessment carried out on the stabilized/solidified dredged soil material. The specimens included the sampled sedime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::c12b735613ca2664ed826a3cf91a6078
Autor:
Per Lindh, Polina Lemenkova
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::409355abdb660a8123e9e2bf4228c772