A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Investigation on Biopolymer Strengthening of Mine Tailings
AbstractThe dry surface strength of mine tailings (MT), or mill tailings, is closely related to their dust resistance. To explore biopolymer stabilization of MT to increase their dust resistance, uniaxial and triaxial compression tests are carried out on dry MT specimens treated with biopolymer solutions of different concentrations. The experimental results show that the elastic modulus, unconfined compressive strength (UCS), cohesion, and friction angle of MT all increase after biopolymer treatment, with higher biopolymer concentration leading to a greater increase. This is primarily because biopolymer treatment leads to aggregation of MT particles, creates bonding between biopolymer and MT particles, and forms a cross-linking network binding the detached particles and filling the voids between them, leading to a denser structure. As expected, the elastic modulus also increases with higher confining pressure.
Experimental Investigation on Biopolymer Strengthening of Mine Tailings
AbstractThe dry surface strength of mine tailings (MT), or mill tailings, is closely related to their dust resistance. To explore biopolymer stabilization of MT to increase their dust resistance, uniaxial and triaxial compression tests are carried out on dry MT specimens treated with biopolymer solutions of different concentrations. The experimental results show that the elastic modulus, unconfined compressive strength (UCS), cohesion, and friction angle of MT all increase after biopolymer treatment, with higher biopolymer concentration leading to a greater increase. This is primarily because biopolymer treatment leads to aggregation of MT particles, creates bonding between biopolymer and MT particles, and forms a cross-linking network binding the detached particles and filling the voids between them, leading to a denser structure. As expected, the elastic modulus also increases with higher confining pressure.
Experimental Investigation on Biopolymer Strengthening of Mine Tailings
Zhang, Lianyang (author) / Ramey, Dan / Lee, Ilsu / Weiland, Erick / Chen, Rui
2016
Article (Journal)
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Experimental Investigation on Biopolymer Strengthening of Mine Tailings
| British Library Online Contents | 2016
Experimental Investigation on Biopolymer Strengthening of Mine Tailings
| Online Contents | 2016
Biopolymer Stabilization of Mine Tailings
| Online Contents | 2013
Biopolymer Stabilization of Mine Tailings
| British Library Online Contents | 2013