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This paper aims at investigating the effect of confining pressure on fluid–solid properties in soil and rock mixture (SRM) specimens with different rock block percentage. Self-developed servo-permeable testing system was used to carry out the flow-stress coupling testing. Fifty cylindrical SRM specimens (50 mm diameter and 100 mm height) with staggered rock block proportions (20, 30, 40, 50, 60 and...
This study aims at investigating the flow characteristics of soil–rock mixtures (SRM) with different rock block percentage. A self-developed servo-controlled permeability testing system was developed and used to carry out the permeability testing. Cylindrical SRM specimens (50 mm diameter and 100 mm height) with staggered rock block proportions (20, 30, 40, 50, 60 and 70 % by mass) were produced via...
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