
Enrique MontalarFreelance
Enrique Montalar
MSc Civil Engineer, MSc Geotechnical Engineer
Tunnel and Geotechnical Enginner
About
4
Publications
32,453
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138
Citations
Citations since 2017
Introduction
Additional affiliations
August 2020 - present
IRD Engineering
Position
- Engineer
Description
- Main Tunnel Engineer for the supervision of “Construction of Tunnel Ivan", in Bosnia and Herzegovina. Twin-tube motorway tunnel, 1750 m long, 11 m diameter, 25 m spacing and six cross passages, according to NATM. Red FIDIC contract, 67.5 M€, financed by the European Bank for Reconstruction and Development.
August 2016 - May 2020
AECOM
Position
- Engineer
Description
- Senior Tunnel Engineer for the supervision of the “Construction of Hydro Power Plant Vranduk, Bosnia-Herzegovina” (Yellow FIDIC contract financed by the European Bank for Reconstruction and Development and the European Investment Bank).
November 2015 - July 2018
AECOM
Position
- Engineer
Description
- Supervision of the “Reconstruction and Equipping of the Central Medical Block and Construction of New Northern Wing of CMB of the University Hospital Clinical Centre Banja Luka”. Turn Key contract, 84 M€, financed by the European Investment Bank.
Publications
Publications (4)
The SMR geomechanics classification system (adaptation of RMR for slopes) is reviewed with
data from 87 actual slopes in Valencia. In a research project, SMR has been applied by a GIS
system, as a method to forecast stability problems in future road construction. As a result of this
work a methodology for GIS application has been developed.
On rev...
La clasificación geomecánica SMR de Romana (1985, 1993, 1995) es una adaptación de la clasificación RMR de Bieniawski (1973, 1979, 1989, 1993) a taludes, mediante la aplicación de los
factores de corrección adecuados. El índice SMR, “Slope Mass Rating”, se obtiene sumando
al RMR básico un “factor de ajuste”, función de la orientación de las juntas...
Este artículo presenta cómo se ha abordado el problema de la aplicación de la clasificación
SMR en una zona determinada de estudio, mediante un sistema GIS y los resultados
obtenidos. El objetivo final es conseguir mapas temáticos de las distintas propiedades
geomecánicas de los macizos rocosos y de estabilidad de los taludes existentes (artificial...