Zobrazeno 1 - 10
of 77
pro vyhledávání: '"Eduardo E. Alonso"'
Autor:
Eduardo E. Alonso, Núria M. Pinyol
Publikováno v:
Water Science and Engineering, Vol 9, Iss 3, Pp 175-182 (2016)
In this study, rapid drawdown scenarios were analyzed by means of numerical examples as well as modeling of real cases with in situ measurements. The aim of the study was to evaluate different approaches available for calculating pore water pressure
Externí odkaz:
https://doaj.org/article/1865a34912c8466789782d1d00605113
Publikováno v:
Géotechnique. :1-18
This paper examines a flowslide involving a glacial deposit of low-plasticity silty sand triggered by a karstic spring after a rainfall period. The work aims at explaining the triggering, propagation and kinematics of flow-like landslides in a unique
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91a2f255d3697d7c6205b0c088d86b3a
https://doi.org/10.1680/jgeot.21.00112
https://doi.org/10.1680/jgeot.21.00112
Publikováno v:
Cristallisation de sels en milieu poreux ISBN: 9781789481143
Ce chapitre illustre l’importance des dommages que peut causer la cristallisation des sels en milieu poreux à travers la considération de deux situations de génie civil concernant un tunnel et un viaduc. Il montre comment investigations de terra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a03fbf8934a5c46d99399eb9153bf64
https://hdl.handle.net/2117/386088
https://hdl.handle.net/2117/386088
Publikováno v:
E3S Web of Conferences. 382:15001
The Barcelona Basic Model (BBM) developed by Alonso et al. [1] is the first and the mostwidely used elasto-plastic model for unsaturated soils. The BBM successfully explained many key features of unsaturated soils and received extensive acceptance. H
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1e054a2069f15ab8e9ec07398155ea4
https://doi.org/10.1051/e3sconf/202338215001
https://doi.org/10.1051/e3sconf/202338215001
Publikováno v:
E3S Web of Conferences. 382:11003
Soils used in earthworks undergo different hydro-mechanical paths due to the compaction and construction process, the change in climatic conditions or the groundwater level oscillations. Their hydromechanical behaviour is greatly affected by their in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f686c73559a01a94891dfc3d7194c74
https://doi.org/10.1051/e3sconf/202338211003
https://doi.org/10.1051/e3sconf/202338211003
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
A dam construction project for the heightening of a dam is threatened by a large landslide located in the Spanish Southern Pyrenees. A marked syncline structure, folding a flysch formation overlying a marl substratum, is the main geological feature o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2212357843a9986c04469c43f48dc9eb
http://hdl.handle.net/2117/359181
http://hdl.handle.net/2117/359181
Autor:
Eduardo E. Alonso
Publikováno v:
Soils and Rocks. 37:3-35
Rockfill behavior is dominated by particle breakage, a phenomenon which is analyzed from the perspective offered by the subcritical propagation of cracks within individual particles. Propagation velocity depends on stress concentration in particles a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d36a3d4cf25438fb7a9757e9fa6a1841
https://doi.org/10.28927/sr.371003
https://doi.org/10.28927/sr.371003
Publikováno v:
Laboratory and Field Testing of Unsaturated Soils ISBN: 9781402088186
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb9bb87f43a95738cfda905cdf695e6f
https://doi.org/10.1007/978-1-4020-8819-3_12
https://doi.org/10.1007/978-1-4020-8819-3_12
Publikováno v:
Laboratory and Field Testing of Unsaturated Soils ISBN: 9781402088186
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abf824f500f86d2e0a0d9fc5fcc40bb8
https://doi.org/10.1007/978-1-4020-8819-3_13
https://doi.org/10.1007/978-1-4020-8819-3_13
The main goal of this introductory text is to demonstrate how basic concepts in Soil Mechanics can be used as a “forensic” tool in the investigation of geotechnical failures. This, in turn, provides a good opportunity to show how to use available