Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Eris Uygar"'
Publikováno v:
Structures. 43:896-909
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac16ce621557c09a9041cf7cf47ca805
https://doi.org/10.1016/j.istruc.2022.06.074
https://doi.org/10.1016/j.istruc.2022.06.074
Publikováno v:
Arabian Journal for Science and Engineering. 48:4675-4693
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f427810b48f7457fd9374af7f1641ce1
https://doi.org/10.1007/s13369-022-07138-0
https://doi.org/10.1007/s13369-022-07138-0
Waste materials can be used to optimize bentonite content in compacted clay liners, which can also provide enhanced performance. In this research, the use of sewage sludge & slag- clinker dust and brick dust as replacement for Na bentonite was evalua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a613ba1d32324c6aed47c6107dd4f523
https://doi.org/10.21203/rs.3.rs-2786173/v1
https://doi.org/10.21203/rs.3.rs-2786173/v1
Autor:
Hamza Saeed, Eris Uygar
Publikováno v:
Arabian Journal for Science and Engineering. 47:5139-5165
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b63fe78183d77922d808ec4e3eeef76
https://doi.org/10.1007/s13369-021-06436-3
https://doi.org/10.1007/s13369-021-06436-3
Autor:
Eris Uygar, BASHAR ALIBRAHIM
Publikováno v:
Acta Geotechnica.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b164ce4f02ee6e695c337db1a42062d
https://doi.org/10.1007/s11440-023-01821-8
https://doi.org/10.1007/s11440-023-01821-8
Publikováno v:
Marine Georesources & Geotechnology. 41:1-13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::645f4094b95d3bb954ad02fae126fab2
https://doi.org/10.1080/1064119x.2021.2007556
https://doi.org/10.1080/1064119x.2021.2007556
Autor:
Eris Uygar, Bashar Alibrahim
Publikováno v:
Arabian Journal for Science and Engineering. 47:4865-4877
Soil settlement is an essential criterion in the design and performance assessment of geotechnical structures, often evaluated using results from one-dimensional compression test. However, assessment of the results from this test involves graphical m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e0a00bd8ce125822e2107ddb07b6a4d
https://doi.org/10.1007/s13369-021-06270-7
https://doi.org/10.1007/s13369-021-06270-7
Publikováno v:
Volume: 14, Issue: 2 814-824
Erzincan University Journal of Science and Technology
Erzincan University Journal of Science and Technology
One of the effective vibration control systems used for structures is the semi active tuned mass damper (STMD), which is popular since it is reliable and simple. STMD characteristics in the design for piled foundations are usually obtained by modelli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::13768d55f824333b4810b384cb8f8a77
https://doi.org/10.18185/erzifbed.915354
https://doi.org/10.18185/erzifbed.915354
Autor:
Bashar Alibrahim, Eris Uygar
Publikováno v:
KSCE Journal of Civil Engineering. 25:2381-2393
Engineered fills are enhanced by compaction to reduce compressibility and permeability. In-situ application of shallow densification methods involve static method with the use of compaction rollers. However, the compaction characteristics of soils ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05785ccf7603f071cd658b45ac1a6534
https://doi.org/10.1007/s12205-021-0419-9
https://doi.org/10.1007/s12205-021-0419-9
Publikováno v:
Structures. 29:1362-1379
Using Lateral load-displacement curves (p-y curves) which is recommended by American Petroleum Institute (API) guideline, is typically used as a design approach for analysis of soil-pile-structure interaction due to its simplicity. The soil-pile stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5dde259ad41b1d9a4c6e291477bb867
https://doi.org/10.1016/j.istruc.2020.12.020
https://doi.org/10.1016/j.istruc.2020.12.020