An increasing number of tunnels are being constructed with tunnel-boring machines (TBMs) due to the increased efficiency and shorter completion time resulting from their use. However, when a TBM encounters adverse geological conditions in the course of tunnel construction (e.g., karst caves, faults, or fractured zones), disasters such as water and mud inrush, collapse, or machine blockage may result, and may severely imperil construction safety. Therefore, the advance detection of adverse geology and water-bearing conditions in front of the tunnel face is of great importance. This paper uses the TBM tunneling of the water conveyance project from Songhua River as a case study in order to propose a comprehensive forward geological prospecting...
In construction of the mountain tunneling in Japan, the accident resulting from face collapse accoun...
This paper presents a case history of geological hazards and treatment measures during the shield tu...
The Tuzla tunnel was excavated mainly in fault zones, shale and limestones using the conventional an...
Rockburst disasters frequently occur in deep tunnels excavated by TBM (tunnel boring machine) under ...
The ahead geological prospecting of severely weathered surrounding rock in a tunnel is challenging d...
ABSTRACT: In construction of the mountain tunneling in Japan, the accident resulting from face colla...
AbstractThe complicated geological conditions and geological hazards are challenging problems during...
Historically, attempts to use tunnel boring machines (TBMs) in Himalayan geology have been unsuccess...
While tunnelling in karst terrains, karst fissure water may endanger the safety of tunnel engineerin...
AbstractIn terms of special geological conditions of the Western Route of South-to-North Water Trans...
The total length of the second stage of the water supply project in the northern areas of the Xinjia...
To meet the huge demands of transportation, energy and other infrastructure projects, a large volume...
The T26 tunnel was designed within the scope of the Ankara-Istanbul high-speed railway in accordance...
The rock mass failure induced by high in-situ stresses during the excavation of deep diversion tunne...
AbstractThe four diversion tunnels at Jinping II hydropower station represent the deepest undergroun...
In construction of the mountain tunneling in Japan, the accident resulting from face collapse accoun...
This paper presents a case history of geological hazards and treatment measures during the shield tu...
The Tuzla tunnel was excavated mainly in fault zones, shale and limestones using the conventional an...
Rockburst disasters frequently occur in deep tunnels excavated by TBM (tunnel boring machine) under ...
The ahead geological prospecting of severely weathered surrounding rock in a tunnel is challenging d...
ABSTRACT: In construction of the mountain tunneling in Japan, the accident resulting from face colla...
AbstractThe complicated geological conditions and geological hazards are challenging problems during...
Historically, attempts to use tunnel boring machines (TBMs) in Himalayan geology have been unsuccess...
While tunnelling in karst terrains, karst fissure water may endanger the safety of tunnel engineerin...
AbstractIn terms of special geological conditions of the Western Route of South-to-North Water Trans...
The total length of the second stage of the water supply project in the northern areas of the Xinjia...
To meet the huge demands of transportation, energy and other infrastructure projects, a large volume...
The T26 tunnel was designed within the scope of the Ankara-Istanbul high-speed railway in accordance...
The rock mass failure induced by high in-situ stresses during the excavation of deep diversion tunne...
AbstractThe four diversion tunnels at Jinping II hydropower station represent the deepest undergroun...
In construction of the mountain tunneling in Japan, the accident resulting from face collapse accoun...
This paper presents a case history of geological hazards and treatment measures during the shield tu...
The Tuzla tunnel was excavated mainly in fault zones, shale and limestones using the conventional an...