Zobrazeno 1 - 10
of 178
pro vyhledávání: '"Arroyo Marcos"'
Publikováno v:
E3S Web of Conferences, Vol 544, p 03003 (2024)
Sampling disturbance is a perennial problem of geotechnical site investigation. The structure of soft soils is particularly fragile and prone to disturbance during sampling. The extent by which different sampling procedures modify soil structure has
Externí odkaz:
https://doaj.org/article/aca79e774fb44243b4e9b5c039daaba5
Publikováno v:
E3S Web of Conferences, Vol 544, p 11019 (2024)
An attractive approach to reduce the carbon footprint for ground improvement application is to replace Portland cementbased binders by non-cementitious binders for instance by geopolymers based on metakaolin in deep soil mixing applications or by col
Externí odkaz:
https://doaj.org/article/855a25f3b6c04d8ab542908467cac56b
Publikováno v:
EPJ Web of Conferences, Vol 249, p 14017 (2021)
The Standard Penetration Test (SPT) is the most widely used method for dynamic testing of soils. The test is simple and robust but difficult to control and not fully standardized. As a result, experimental results typically show large variations and
Externí odkaz:
https://doaj.org/article/79b9239dae6d4dcd81f3f6532ea78b64
This paper presents a new interpretation procedure to estimate the initial state parameter from cone penetration testing (CPTu) in undrained conditions based on the results from a comprehensive set of numerical simulations of CPTu in low permeability
Externí odkaz:
http://arxiv.org/abs/2303.03841
Publikováno v:
E3S Web of Conferences, Vol 92, p 14009 (2019)
The incremental behaviour of crushable sands is investigated by means of a Discrete Element Method (DEM) based analogue. The DEM sample is subjected to a comprehensive set of small stress perturbations in the triaxial plane in order to identify the b
Externí odkaz:
https://doaj.org/article/41b3c503c69f4b9cb7f2e4654bea74f3
Publikováno v:
EPJ Web of Conferences, Vol 140, p 15012 (2017)
In geotechnical applications the success of the discrete element method (DEM) in simulating fundamental aspects of soil behaviour has increased the interest in applications for direct simulation of engineering scale boundary value problems (BVP’s).
Externí odkaz:
https://doaj.org/article/2fdc5c29c43f495499e897dd97e33e3b
Publikováno v:
In Computers and Geotechnics June 2024 170
Publikováno v:
In Computers and Geotechnics January 2024 165
Autor:
Collico, Stefano, Arroyo, Marcos
Publikováno v:
In Engineering Geology 20 December 2023 327
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