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Dewatering of a deep excavation undertaken in a layered soil

Autor
Pujades, E.; Vázquez, E.; Carrera, J.; Jurado, A.
Tipus d'activitat
Article en revista
Revista
Engineering geology
Data de publicació
2014-08-21
Volum
178
Pàgina inicial
15
Pàgina final
27
DOI
https://doi.org/10.1016/j.enggeo.2014.06.007 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/24115 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0013795214001331 Obrir en finestra nova
Resum
In order to carry out deep excavations under the water table in urban environments, the safety of the work site and of the adjacent buildings is a major cause for concern. One of the most common and effective methods of undertaking these excavations involves combining the cut and cover method with a dewatering system. The success of a construction depends on the stability of the excavation bottom, the effects produced outside the excavation by dewatering (soil movements) and/or the state of the ...
Citació
Pujades, E. [et al.]. Dewatering of a deep excavation undertaken in a layered soil. "Engineering geology", 21 Agost 2014, vol. 178, p. 15-27.
Paraules clau
Pumping Well, Deep Excavation, Dewatering, Diaphragm Walls, Settlements, Groundwater, Steady-state Conditions, Aquifer Parameters, Saline Media,
Grup de recerca
GHS - Grup d'Hidrologia Subterrània

Participants

  • Pujades Garnes, Estanislao  (autor)
  • Vázquez Suñé, Enric  (autor)
  • Carrera Ramírez, Jesús  (autor)
  • Jurado Elices, Anna  (autor)