Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Meyer, Zygmunt"'
Autor:
Meyer, Zygmunt1 zygmunt.meyer@zut.edu.pl, Siemaszko, Paweł1 pawel.siemaszko@siemaszko.pl, Żarkiewicz, Krzysztof1 krzysztof.zarkiewicz@zut.edu.pl
Publikováno v:
Archives of Civil Engineering (Polish Academy of Sciences). 2024, Vol. 70 Issue 3, p313-323. 11p.
Autor:
Meyer Zygmunt, Olszewska Magdalena
Publikováno v:
Architecture, Civil Engineering, Environment, Vol 16, Iss 2, Pp 111-117 (2023)
The paper describes two models for determining the constrained elasticity modulus of organic soils based on the settlement of an overloading embankment. In these methods, based on the settlement of the embankment of the load exerted on the subsoil, u
Externí odkaz:
https://doaj.org/article/8aa90cd037d24e6da8a7368ab54effba
Autor:
Meyer Zygmunt, Stachecki Kamil
Publikováno v:
Architecture, Civil Engineering, Environment, Vol 16, Iss 2, Pp 119-126 (2023)
In this paper authors have described the analytical method of continuous static load test Q-s curve conversion for any given pile. Authors have used data sets from static load tests conducted by Energopol Szczecin S.A. in a full range of loads which
Externí odkaz:
https://doaj.org/article/6cfb46c4c0454747a984a42656fa8b9a
Autor:
Siemaszko Paweł, Meyer Zygmunt
Publikováno v:
Studia Geotechnica et Mechanica, Vol 43, Iss 4, Pp 380-388 (2021)
This paper introduces a method based on a static load test which is aimed to verify the mechanism of the piles soil–skin interaction. The authors base their analysis on detailed data from static load test with extensometers on CFA piles. The main g
Externí odkaz:
https://doaj.org/article/932405859bd64b02823c3a4f5e2a6389
Autor:
Stachecki, Kamil, Meyer, Zygmunt
Publikováno v:
Materiały Budowlane; 2024, Issue 5, p1-4, 4p
Autor:
Meyer Zygmunt, Żarkiewicz Krzysztof
Publikováno v:
Studia Geotechnica et Mechanica, Vol 40, Iss 1, Pp 1-5 (2018)
This article shows the mathematical method to determine the lateral stress on the shaft and toe resistance of pile using the new approach. The method was originally invented by Meyer and Kowalow for the static load test. The approximation curve was u
Externí odkaz:
https://doaj.org/article/b6eae249c0ae4139b1122d98a50b78b1
Autor:
Meyer Zygmunt
Publikováno v:
Studia Geotechnica et Mechanica, Vol 36, Iss 2, Pp 45-49 (2015)
Statistic load test is the most commonly used method for estimation of the bearing capacity of piles. From the test we obtain the series a values: load-settlement, Q–s curve. In practice, it is extremely difficult to reach the critical load of the
Externí odkaz:
https://doaj.org/article/f477d2afa3f64337aa8fccd29a01c531
Autor:
Meyer, Zygmunt, Szmechel, Grzegorz
Publikováno v:
Budownictwo i Architektura / Civil Engineering and Architecture. 12(3):105-112
Externí odkaz:
https://www.ceeol.com/search/article-detail?id=907117
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Autor:
MEYER, ZYGMUNT1 meyer@zut.edu.pl, STACHECKI, KAMIL1 kmstachecki@gmail.com
Publikováno v:
Annals of Warsaw University of Life Sciences - SGGW. Land Reclamation. Jun2018, Vol. 50 Issue 2, p171-182. 12p.