Jorge Manuel Terron Almenara
90887063
Petroleumsteknisk senter, Valgrinda, Andersensveg 15A
Om
Forskning
Forskningsprosjektet på PhD-en til Jorge er sponset av Vegvesenet, og har som hovedmål å finne vitenskapelig grunnlag til å unne forbedre / utvikle dagens praksis for design av tunnel bergsikring i dårlig bergmasse forhold.
Publikasjoner
2024
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Terron Almenara, Jorge Manuel;
Skretting, Erlend;
Holter, Karl Gunnar;
Høien, Are Håvard.
(2024)
Design of Rock Support in Hard and Layered Rock Masses Using a Hybrid Method: A Study Based on the Construction of the New Skarvberg Tunnel, Norway.
Rock Mechanics and Rock Engineering
Vitenskapelig artikkel
-
Terron Almenara, Jorge Manuel;
Skretting, Erlend;
Holter, Karl Gunnar.
(2024)
Design of Rock Support in Low Overburden and Hard Rock Conditions with the use of Rock Mass Classification Systems and Numerical Analyses: a Study Based on the Construction of the Hestnes Railway Tunnel, Norway.
Rock Mechanics and Rock Engineering
Vitenskapelig artikkel
2023
-
Terron-Almenara, Jorge;
Holter, Karl Gunnar;
Høien, Are Håvard.
(2023)
A Hybrid Methodology of Rock Support Design for Poor Ground Conditions in Hard Rock Tunnelling.
Rock Mechanics and Rock Engineering
Vitenskapelig artikkel
Tidsskriftspublikasjoner
-
Terron Almenara, Jorge Manuel;
Skretting, Erlend;
Holter, Karl Gunnar;
Høien, Are Håvard.
(2024)
Design of Rock Support in Hard and Layered Rock Masses Using a Hybrid Method: A Study Based on the Construction of the New Skarvberg Tunnel, Norway.
Rock Mechanics and Rock Engineering
Vitenskapelig artikkel
-
Terron Almenara, Jorge Manuel;
Skretting, Erlend;
Holter, Karl Gunnar.
(2024)
Design of Rock Support in Low Overburden and Hard Rock Conditions with the use of Rock Mass Classification Systems and Numerical Analyses: a Study Based on the Construction of the Hestnes Railway Tunnel, Norway.
Rock Mechanics and Rock Engineering
Vitenskapelig artikkel
-
Terron-Almenara, Jorge;
Holter, Karl Gunnar;
Høien, Are Håvard.
(2023)
A Hybrid Methodology of Rock Support Design for Poor Ground Conditions in Hard Rock Tunnelling.
Rock Mechanics and Rock Engineering
Vitenskapelig artikkel