کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4743427 | 1641800 | 2015 | 11 صفحه PDF | دانلود رایگان |
• Specimen size effect on the strength properties of cemented paste backfill CPB was studied experimentally.
• CPB samples were cast in three different size molds (D × H: 10 × 20 cm, 7.5 × 15 cm, and 5 × 10 cm).
• CPB samples were subjected to the four different placement conditions as a function of curing time.
• The best strengths were obtained from the capped–drained C–D samples cast in the mold 5 × 10 cm.
• Some simple relationships relating to paste backfill scale effects were finally expressed and discussed.
This paper investigates the specimen size effect on the strength properties of cemented paste backfill through unconfined compressive strength tests. Paste backfill samples were cast in different size molds (D × H: 10 × 20 cm, 7.5 × 15 cm, and 5 × 10 cm) and subjected to the four placement conditions: capped–drained C–D; uncapped–drained U–D; capped–undrained C–U; and uncapped–undrained U–U. The unconsolidated samples were also compared with consolidated backfills. Results show that the highest strengths were obtained from the C–D samples cast in the mold 5 × 10 cm, followed by the U–D, C–U and U–U samples. This could be explained by the removal of excess water within paste backfill, the decreased number of micro-cracks in grains, and the wall effects. With the drainage of excess water, particles are pulled together under capillary forces, resulting in an increase of stiffness, accelerating binder hydration and thus, producing higher strengths. Further, specimen size effect on water content, void ratio, mercury intrusion porosity, and degree of saturation of cemented paste backfill were presented. Some scale effect relationships were finally expressed and discussed.
Journal: Engineering Geology - Volume 185, 5 February 2015, Pages 52–62