ISSN:
1230-2945
eISSN:
2300-3103
Publisher:
Politechnika Warszawska ,
Polska Akademia Nauk ,
Walter de Gruyter (Sciendo)
Disciplines
(Field of Science):
- architecture and urban planning (Engineering and Technology)
- civil engineering, geodesy and transport (Engineering and Technology)
- materials engineering (Engineering and Technology)
- environmental engineering, mining and energy (Engineering and Technology)
(Field of Science)
Ministry points: Help
Year | Points | List |
---|---|---|
Year 2024 | 100 | Ministry scored journals list 2024 |
Year | Points | List |
---|---|---|
2024 | 100 | Ministry scored journals list 2024 |
2023 | 140 | Ministry Scored Journals List |
2022 | 100 | Ministry Scored Journals List 2019-2022 |
2021 | 100 | Ministry Scored Journals List 2019-2022 |
2020 | 100 | Ministry Scored Journals List 2019-2022 |
2019 | 100 | Ministry Scored Journals List 2019-2022 |
2018 | 15 | B |
2017 | 15 | B |
2016 | 15 | B |
2015 | 15 | B |
2014 | 6 | B |
2013 | 6 | B |
2012 | 6 | B |
2011 | 6 | B |
2010 | 6 | B |
Model:
Open Access
Points CiteScore:
Year | Points |
---|---|
Year 2022 | 1.2 |
Year | Points |
---|---|
2022 | 1.2 |
2021 | 1.1 |
2020 | 1 |
2019 | 1.4 |
2018 | 1.6 |
2017 | 1 |
2016 | 0.7 |
2015 | 0.7 |
2014 | 0.8 |
2013 | 0.6 |
2012 | 0.5 |
2011 | 0.2 |
Impact Factor:
Log in to see the Impact Factor.
Publishing policy:
License:
CC BY-NC-ND 4.0
- License
- open in new tab
- Information on publishing policy
- https://content.sciendo.com/view/journals/ace/ace-overview.xml open in new tab
- Information on the conditions of self-archiving
- Included in license
- Is self-archiving allowed by the journal?
- Yes - with restrictions
- Information on research data policy
- n/a
- Months of embargo
- no embargo
- Additional information
-
Indexed in DOAJ
Must link to journal homepage with DOI.
Sherpa Romeo:
Papers published in journal
Filters
total: 81
Catalog Journals
Year 2002
-
The concept of weighted mean friction angle in bearning capacity of footings of sands
PublicationZagadnienie średniej ważonej kąta tarcia wewnętrznego w nośności fundamentów posadowionych w gruntach niespoistych.
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