A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Mechanical Behaviour of Lump-Grout Backfill Material for Underground Spaces
Abstract Large-size lump (e.g., coal reject or waste rocks) is one of the most popular backfill materials for underground mines attributed to its cost-effective and easy-to-obtain. The massive void between lumps, however, does generally affect the overall performance in eliminating the ground subsidence. This paper presents a conceptual backfill material, termed as lump-grout (LG) material, the attractive feature of which is that the voids between lumps are totally filled up with high-water content cementitious grout (CG) material. To explore the mechanical behaviour of LG material, a total of 36 LG specimens were prepared and tested under the uniaxial compression and the tensile loading. Other 20 CG specimens were tested in parallel for comparison. Key configurations investigated in the present research covered the particle size of lumps and the water-to-powder ratio of CG material. Test results indicated that the stress–strain behaviour of LG specimen is predominately affected by the strength of CG material. The failure of LG material generally occurred along the interface between lumps and the cementitious grout material rather than the lumps themselves. Compared to CG material, the axial deformation ability of LG material is slightly superior, when the utilization of CG material is significantly reduced. In addition to the backfill material, the proposed LG material can be also used as the infill material for the artificial standing supports for underground spaces.
Mechanical Behaviour of Lump-Grout Backfill Material for Underground Spaces
Abstract Large-size lump (e.g., coal reject or waste rocks) is one of the most popular backfill materials for underground mines attributed to its cost-effective and easy-to-obtain. The massive void between lumps, however, does generally affect the overall performance in eliminating the ground subsidence. This paper presents a conceptual backfill material, termed as lump-grout (LG) material, the attractive feature of which is that the voids between lumps are totally filled up with high-water content cementitious grout (CG) material. To explore the mechanical behaviour of LG material, a total of 36 LG specimens were prepared and tested under the uniaxial compression and the tensile loading. Other 20 CG specimens were tested in parallel for comparison. Key configurations investigated in the present research covered the particle size of lumps and the water-to-powder ratio of CG material. Test results indicated that the stress–strain behaviour of LG specimen is predominately affected by the strength of CG material. The failure of LG material generally occurred along the interface between lumps and the cementitious grout material rather than the lumps themselves. Compared to CG material, the axial deformation ability of LG material is slightly superior, when the utilization of CG material is significantly reduced. In addition to the backfill material, the proposed LG material can be also used as the infill material for the artificial standing supports for underground spaces.
Mechanical Behaviour of Lump-Grout Backfill Material for Underground Spaces
Zhao, Hongchao (author) / Ren, Ting (author) / Remennikov, Alex (author) / Yu, Baiyun (author)
2023
Article (Journal)
Electronic Resource
English
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
HIGH PULVERIZATION RESISTANT BACKFILL GROUT AND BACKFILL GROUT MATERIAL THEREOF
| European Patent Office | 2019
Geotechnical Instrumentation News - Cement-Bentonite Grout Backfill for Borehole Instruments
| Online Contents | 2002
Anchor Bars in Frozen Bedrock-Curing Techniques for Backfill Grout
| British Library Conference Proceedings | 2012