Pristup Za Zaštitu Kosina Na Prilaznom Putu Za Lučnu Branu „sveta Petka“ Na Reci Treski, Republika Makedonija

Jovanovski, Milorad; Peševski, Igor; Papić, Jovan Br.; Abazi, Sead

doi:10.35123/geo-expo_2017_21

Cited by 2 publications

(2 citation statements)

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“…Authors' experiences with rockfall hazards lead to conclusion that all risks must be minimised to acceptable level, using methodology for management in a systematic way. Different persons and stakeholders must be involved in the process [4], [5], [6].…”

Section: Introductionmentioning

confidence: 99%

Experiences and practices from application of rockfall remedial works at MKD national road network

Jovanovski,

Peševski,

Papić

et al. 2023

IOP Conf. Ser.: Mater. Sci. Eng.

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Rockfalls, landslides and floods continue to have a growing share in the overall damages and losses, influencing considerably the national budget. Recent experiences and practices related to application of stabilisation measures and remediation of rockfall zones along MKD national road network are presented in the article. Analyses are based on case histories where the prognosis of geotechnical conditions is a key element in definition of remedial measures for rock slopes. Some issues related with Consequence Class, as suggested in Eurocode 7 202x, and the concepts of Acceptable Level of Risk are presented. Proposals in definition of Acceptable Level of Risk, through combining Probability of Failure, Reliability Index and Consequence Classes, are given in the article. These findings can help in development and/or improvement of rockfall, landslide and flood risk management strategies.

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Section: Introductionmentioning

confidence: 99%

Experiences and practices from application of rockfall remedial works at MKD national road network

Jovanovski,

Peševski,

Papić

et al. 2023

IOP Conf. Ser.: Mater. Sci. Eng.

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“…This had significantly stimulated the development of rock mechanics and tunneling as scientific and technical discipline as well as the wider application of research results into practice. [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17] investigations. So, it is necessary to find a way to extrapolate the necessary parameters from smaller volume of testing zone to the whole volume of the rock mass along the tunnel length.…”

Section: Introductionmentioning

confidence: 99%

Empirical-Statical-Dynamical (ESD) Methodology for Extrapolation of Rock Mass Properties for Construction of Tunnels

Zafirovski

Vatin

2015

AMM

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The investigation in rock masses in interaction with engineering structures is extremely important in a process of design of tunnels. The main problem is how to extrapolate the parameter from the zone of testing to the whole volume that is of interes for interaction analyses of the system rock mass-structure. In this article Empirical-Statical-Dynamical (ESD) methodology of extrapolation is presented. The basis of the methodology lies in combination of the results from geotechnical and geophysical testings and rock mass classification, connected with definition of adequate regressive models.

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Pristup Za Zaštitu Kosina Na Prilaznom Putu Za Lučnu Branu „sveta Petka“ Na Reci Treski, Republika Makedonija

Cited by 2 publications

References 0 publications

Experiences and practices from application of rockfall remedial works at MKD national road network

Experiences and practices from application of rockfall remedial works at MKD national road network

Empirical-Statical-Dynamical (ESD) Methodology for Extrapolation of Rock Mass Properties for Construction of Tunnels

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