Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Lech Bałachowski"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-10 (2024)
Abstract Spraying Bentonite NanoClay as an innovative idea satisfied an urgent need for conservation of historical brick constructions. This research explores the application of Nanotechnology as a Nano-Geotechnics (NaG) and Nano Ground Improvement (
Externí odkaz:
https://doaj.org/article/27db454182fb4604954f20ccfff6e4b9
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-13 (2024)
Abstract Soil stabilization is a technique of improving the geotechnical properties of soils for various engineering applications. However, conventional stabilizers such as cement and lime have some limitations, such as high cost, environmental impac
Externí odkaz:
https://doaj.org/article/aaf92cbee6974716943c1de5e5d04fc9
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-12 (2023)
Abstract Nano-additives results in the formation of nano-cementation (NC). This process is recently used to improve the durability of various building materials. NC used to improve the strength of untreated soil materials, also known as nano soil-imp
Externí odkaz:
https://doaj.org/article/b222e99269c04ee8860cc55a84994232
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-14 (2023)
Abstract Nano soil-improvement is an innovative idea in geotechnical engineering. Nanomaterials are among the newest additives that improve soil properties. Herein, laboratory tests, such as unconfined compressive strength, direct shear test, and ini
Externí odkaz:
https://doaj.org/article/0aa4b49205e04a01847c3fae9a6f249e
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-1 (2023)
Externí odkaz:
https://doaj.org/article/61c40a830014487f990ba534facd96b7
Publikováno v:
BUILDER. 278:24-28
W obecnych czasach szybki rozwoj infrastruktury i nowoczesnych technologii niejednokrotnie narzuca projektantom oraz wykonawcom takie rozwiązania, aby prowadzone roboty budowalne, byly jak najmniej uciązliwe dla uczestnikow ruchu i jak najmniej ing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::569ff27847af8952b44770ed4b2fbcec
https://doi.org/10.5604/01.3001.0014.3581
https://doi.org/10.5604/01.3001.0014.3581
Autor:
K. Rainer Massarsch, Norbert Kurek, Jakub Konkol, Lech Bałachowski, Bengt H. Fellenius, Carl Wersäll
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 173:370-375
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6116cd9982b2f4313b4118eaf9c3db6a
https://doi.org/10.1680/jgeen.20.00036
https://doi.org/10.1680/jgeen.20.00036
Autor:
Jakub Konkol, Lech Bałachowski
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Excess pore water pressure (EPWP) development and decay due to the installation and static loading tests of controlled modulus columns (CMC) in soft soil was measured with piezometers equip...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f921b59c52fc79d781a22755ec376f39
https://doi.org/10.1061/(asce)gt.1943-5606.0002675
https://doi.org/10.1061/(asce)gt.1943-5606.0002675
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 3, Pp 143-150 (2019)
This article presents the results of laboratory tests on soft, normally consolidated soils from the Vistula Marshlands. Samples of high-plasticity organic soils (muds) taken from 3.2–4.0 m and 9.5–10.0 m depth, as well as peat deposit at 14.0 m,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d492cc82f90be3124a2336871e38658e
https://doi.org/10.2478/sgem-2019-0016
https://doi.org/10.2478/sgem-2019-0016
Autor:
Lech Bałachowski
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a46297556ec18c64b81c94c4404841be
https://doi.org/10.1061/(asce)gt.1943-5606.0002411
https://doi.org/10.1061/(asce)gt.1943-5606.0002411