Категорија ACUUS25

TRIAXIAL STUDIES OF GRAY CLAYS IN DIFFERENT LOADING MODES AS A FOUNDATION FOR UNDERGROUND CONSTRUCTION

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.20.87,  pp. 452-457)   АУТОР(И) / AUTHOR(S): Irina V. Koroleva Download Full Pdf    DOI:  10.46793 САЖЕТАК / ABSTRACT: Statement…

ДетаљнијеTRIAXIAL STUDIES OF GRAY CLAYS IN DIFFERENT LOADING MODES AS A FOUNDATION FOR UNDERGROUND CONSTRUCTION

RESEARCH ON SAFE THICKNESS OF ROCK MASS IN NON-COAL STRATUM TUNNEL WITH HIGH-PRESSURE GAS BLAST BASED ON ENERGY METHOD

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.19.140,  pp. 441-451)   АУТОР(И) / AUTHOR(S): Su Peidong, Li Yougui, Qiu Peng, An Xingling Download Full Pdf    DOI:…

ДетаљнијеRESEARCH ON SAFE THICKNESS OF ROCK MASS IN NON-COAL STRATUM TUNNEL WITH HIGH-PRESSURE GAS BLAST BASED ON ENERGY METHOD

GEOPHYSICAL IMAGING OF STOCKHOLM’S SUBSURFACE AT A MUNICIPAL SCALE – IMPLICATION FOR USE AND PLANNING OF ITS UNDERGROUND URBAN SPACE

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.18.120,  pp. 432-440)   АУТОР(И) / AUTHOR(S): Emmanuel Alofe, Mehrdad Bastani, Ari Tryggvason Download Full Pdf    DOI:  10.46793 САЖЕТАК…

ДетаљнијеGEOPHYSICAL IMAGING OF STOCKHOLM’S SUBSURFACE AT A MUNICIPAL SCALE – IMPLICATION FOR USE AND PLANNING OF ITS UNDERGROUND URBAN SPACE

PRELIMINARY NUMERICAL EVALUATION OF RE-USING OIL STORAGE CAVERNS FOR HYDROGEN STORAGE BY USING LINED ROCK CAVERN TECHNOLOGY

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.16.196,  pp. 416-424)   АУТОР(И) / AUTHOR(S): Wenjun Luo, Ping Zhang, Charlie Chunlin Li, Yang Zou, Zongze Li Download Full…

ДетаљнијеPRELIMINARY NUMERICAL EVALUATION OF RE-USING OIL STORAGE CAVERNS FOR HYDROGEN STORAGE BY USING LINED ROCK CAVERN TECHNOLOGY

LABORATORY LOADING TEST OF TUNNEL SUPPORT WITH YIELDING ELEMENTS IN ISOTROPIC STRESS FIELD

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.15.161,  pp. 408-415)   АУТОР(И) / AUTHOR(S): Yota Togashi, Takumi Umetsu, Kentaro Nakai, Fumitaka Mizuno, Kazuo Sakai   Download Full…

ДетаљнијеLABORATORY LOADING TEST OF TUNNEL SUPPORT WITH YIELDING ELEMENTS IN ISOTROPIC STRESS FIELD

ENGINEERING GEOLOGICAL ASSESSMENT AND GROUND BEHAVIOR OF TECTONICALLY DISTURBED ROCKS IN NORTHERN THAILAND. A CASE STUDY OF THE PHAYAO RAILWAY TUNNELS

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.14.68,  pp. 397-407)   АУТОР(И) / AUTHOR(S): Supawit Prarom, Pornkasem Jongpradist, Thanet Thongdetsri, Noppadol Phien-wej, Daniel Dias, Sirisin Janrungautai, Damrong…

ДетаљнијеENGINEERING GEOLOGICAL ASSESSMENT AND GROUND BEHAVIOR OF TECTONICALLY DISTURBED ROCKS IN NORTHERN THAILAND. A CASE STUDY OF THE PHAYAO RAILWAY TUNNELS

CHALLENGES ASSOCIATED WITH PLANNING AND CONSTRUCTION OF A ROAD TUNNEL THROUGH LESSER HIMALAYAN ROCK MASS – A CASE STUDY

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.12.114,  pp. 369-379)   АУТОР(И) / AUTHOR(S): Bimala Piya Shrestha, Krishna Kanta Panthi   Download Full Pdf    DOI:  10.46793…

ДетаљнијеCHALLENGES ASSOCIATED WITH PLANNING AND CONSTRUCTION OF A ROAD TUNNEL THROUGH LESSER HIMALAYAN ROCK MASS – A CASE STUDY

HYBRID EARTH RETAINING SYSTEM FOR THE CONSTRUCTION OF AN UNDERGROUND METRO STATION IN VARIED GROUND

19th WORLD CONFERENCE OF THE ASSOCIATED RESEARCH CENTRES FOR THE URBAN UNDERGROUND SPACE, Belgrade, Serbia, November 4-7, 2025. (Paper No: 2.11.31,  pp. 361-368)   АУТОР(И) / AUTHOR(S): Edward, Lim; Seng Hou, Lim; Hooi Leng, Phua; Teck Siew, Chin; Shi Hui,…

ДетаљнијеHYBRID EARTH RETAINING SYSTEM FOR THE CONSTRUCTION OF AN UNDERGROUND METRO STATION IN VARIED GROUND