To evaluate the deterioration degree of rock freeze–thaw damage in cold area engineering,
it is necessary to establish an accurate freeze–thaw rock damage model and its uniaxial …

Temperature-and pressure-dependent elastic properties (static and dynamic shear and bulk
moduli) of porous rocks are investigated in terms of the characteristics of pore …

Investigating the coupling effects of temperature levels and number of heating-water cooling
cycles on thermal damage, cracking failure mechanisms, and mechanical responses of HDR …

This paper reviews the impact of the geo-temperature alteration in applications relevant to
coupled reservoir geomechanics. Some important geomechanical aspects of the reservoir …

In geothermal reservoir systems, changes in pore pressure due to production (depletion),
injection or temperature changes result in a displacement of the effective stresses acting on …

This paper experimentally studies the variation of pore characteristics and mechanical
properties of sandstone at different temperatures (from 25° C to 600° C). The results show …

Experiments with ten groups of limestone specimens (four samples per group) under ten
specific temperatures, 25° C, 100° C, 200° C, 300° C, 400° C, 500° C, 600° C, 700° C, 800° …

The effect of high temperature on engineering properties of rocks has recently become an
important topic for geotechnical engineering applications due to the development in …

Rock engineering works, such as geothermal and deep hydrocarbon resource development
and deep underground geological disposal of nuclear waste, are closely related to the …

Underground rock dynamic disasters are becoming more severe due to the increasing depth
of human operations underground. Underground temperature and pressure conditions …