The results show that both axial and radial strains of a coal specimen increase with continuous methane injection pressure.
On the other hand, the extent of inter-diffusion zone was less for the specimen with a continuous NiAl surface layer before and after S-CO2 exposure.
Through the control of the temperature profile within the compact, specimens with a continuous variation of α- and β-phase content, as well as grain size, were achieved.
The specimens include one connection with continuous flange under static load and two connections with continuous flange and vertical anchor respectively under seismic loads.
Intermetallic matrix composite specimens of Ni3Al-matrix reinforced with continuous Al2O3 fibres (FP-fibres) were investigated by means of TEM, SEM, EDS and EPMA with regard to chemical stability during diffusion bonding.
The remnants of the dissolved tissue were removed from the specimen by continuous flushing with water for 38 h.
The remnants of the dissolved tissues were removed from the specimen by continuous flushing with warm water for 24 h.
Once shipboard all specimens were kept in 10 liter aquaria with continuous aeration at ambient seawater temperature (∼30°C) in shaded natural light and were imaged within 2 4 hours of return to the ship using the methods described below.
With continuous monitoring of each concrete specimen, corrosion depth, mass loss, and dynamic modulus elasticity loss were calculated.
In view of the effect of fissure water in fractured rock mass on the strength of rock mass in engineering projects, we prepared specimens of cement mortar to simulate saturated rock mass with continuous fractures of different slope angles.
