Zobrazeno 1 - 10
of 119
pro vyhledávání: '"David Mašín"'
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02800- (2024)
The California Bearing Ratio (CBR) and modified proctor parameters belong to the soil geotechnical properties used to assess soil behavior. Direct measurement of these properties can be quite time-consuming in large-scale applications or when immedia
Externí odkaz:
https://doaj.org/article/36cec9c095544f488740d08aea172982
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 10, Iss 0, Pp 48-51 (2017)
The aim of this paper is to evaluate soil shear strength from the Dobkovicky landslide. The landslide was activated on June 6, 2013 after heavy rains and the D8 motorway, which was under construction at the time, was damaged. The laboratory tests wer
Externí odkaz:
https://doaj.org/article/29d1760ace1a411abbe184efd7561aa8
Autor:
David Mašín, Jose Duque
Publikováno v:
International Journal of Geomechanics. 23
Autor:
Djamel Eddine Bouri, Abdelkader Brahimi, Fatima Zohra Belhassena, Abdallah Krim, Ahmed Arab, Jan Najser, David Mašín
Publikováno v:
Geotechnical and Geological Engineering.
Autor:
Jan Najser, David Mašín, Jiří Svoboda, Radek Vašíček, Irena Hanusová, Lucie Hausmannová, Jaroslav Kruis, Tomáš Krejčí, Haiquan Sun
Publikováno v:
Applied Clay Science. 241:106969
Publikováno v:
Acta Geotechnica. 17:3439-3462
Publikováno v:
Acta Geotechnica. 17:3421-3438
Publikováno v:
Acta Geotechnica. 17:2235-2257
Numerous studies in the literature are concerned with proposing new constitutive models for sands to simulate cyclic loading. Despite considerable progress in this area, there are various limitations on their simulation capabilities that are either o
Publikováno v:
Acta Geotechnica.
It is assumed that clay materials such as bentonites will be used as the buffer and backfill of high-level radioactive waste disposal. Due to the very long timescale, the design can be based only on mathematical models that have been thoroughly valid
Publikováno v:
Geotechnical and Geological Engineering. 40:1675-1692
This paper presents a study on Chlef sand to examine the effect of fines content (Fc), relative density (RD) and initial conditions on the compressibility behavior. The interpretation of the results is based on the concept of the intergranular voids