A new method for testing the interfacial shear properties between early-aged shotcrete and rock was developed in the present study, which was proposed following a new test principle. A new set of mould was also designed and described in detail, as well as the test procedures. The main advantages of the new method was that, the shock and vibration could be eliminated compared with the traditional ones, and made the evaluation on the shear properties of the very early-aged rock-shotcrete interface possible. With the newly developed method, the time-dependent rock-shotcrete interfacial shear properties were addressed. It was found that, the time-dependent shear behaviours of the interface could be regressed by a 3-parameter exponential functio...
The direct shear test is commonly used to determine the shear strength of rock joints. The measured ...
Cemented Paste Backfill (CPB) technology has been effective in using the tailings to refill the unde...
Cemented Paste Backfill (CPB) technology has been effective in using the tailings to refill the unde...
A new method for testing the interfacial shear properties between early-aged shotcrete and rock was ...
The shear behavior of the interface between rock and cemented tailings backfill (CTB) is extremely c...
The shear behavior of the interface between rock and cemented tailings backfill (CTB) is extremely c...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
Rock mechanics involves characterizing the strength of rock material and the geometry and mechanical...
The evolution of the long-term mechanical, hydraulic, and transport characteristics of rock fracture...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
The shear strength property of artificial rock joints with triangular and sinusoidal roughness was i...
The shear strength property of artificial rock joints with triangular and sinusoidal roughness was i...
The direct shear test is commonly used to determine the shear strength of rock joints. The measured ...
Cemented Paste Backfill (CPB) technology has been effective in using the tailings to refill the unde...
Cemented Paste Backfill (CPB) technology has been effective in using the tailings to refill the unde...
A new method for testing the interfacial shear properties between early-aged shotcrete and rock was ...
The shear behavior of the interface between rock and cemented tailings backfill (CTB) is extremely c...
The shear behavior of the interface between rock and cemented tailings backfill (CTB) is extremely c...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
Rock mechanics involves characterizing the strength of rock material and the geometry and mechanical...
The evolution of the long-term mechanical, hydraulic, and transport characteristics of rock fracture...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
International audienceIn order to evaluate the overall stability of the underground powerhouse at th...
The shear strength property of artificial rock joints with triangular and sinusoidal roughness was i...
The shear strength property of artificial rock joints with triangular and sinusoidal roughness was i...
The direct shear test is commonly used to determine the shear strength of rock joints. The measured ...
Cemented Paste Backfill (CPB) technology has been effective in using the tailings to refill the unde...
Cemented Paste Backfill (CPB) technology has been effective in using the tailings to refill the unde...