“…However, elastic and elasticplastic behaviours and the effects of material structure should be considered at low pressures (below 20 GPa) [23]. Experimental data are not comprehensive in the pressure range lower than 20 GPa, although some examples are quartz, calcite and plagioclase rocks [24], Westerly granite and Nugget sandstone [25], anorthosite and gabbro [26], Hunters Trophy tuff, UTTR limestone, Pennsylvania slate and permafrost phyllite [27], Kinosaki basalt [28,29], Bukit Timah granite [30], Swedish gabbro and Loughborough granite [31], Berea sandstone [32], dolerite [33], limestone [34], kimberlite breccia [19] and Westerly granite [35].…”