Micromechanical model for compaction characteristics of bentonite–sand mixtures
Source abstract
Abstract
Abstract This paper presents a new methodology for predicting the relationship between compaction stress and dry density, referred to herein as the compaction curve , of composite mixtures based on the micromechanics. To examine the effect of sand content on the compaction characteristics, a series of uniaxial compaction tests (UCT) for bentonite–sand mixtures with different sand fractions (by weight) were performed. In addition, a prediction model based on micromechanics for composite mixtures was developed. The developed model can be used to predict the compaction curves of composite mixtures based on experimental compaction curve of the matrix. The accuracy of the proposed model along with its applicability was examined and validated by using experimental data. The results show that the proposed model can accurately predict the compaction curves of the bentonite–sand mixtures in both loading and unloading phases.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Rock Mechanics and Modeling · Grouting, Rheology, and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (10)
Show source-provided references
1. Prediction of compactive effort for a bentonite–sand mixture
2. Analysis of composite materials—a survey10.1115/1.3167081 ↗
3. 1999
4. Johannesson, L.E., 1999. Compaction of full size blocks of bentonite for the KBS-3 concept—initial tests for the evaluating the technique. SKB Technical Report R 99-66. Swedish.
5. Johannesson, L.E., Börgesson, L., Sanden, T., 1995. Compaction of bentonite blocks—development of technique for industrial production of blocks which are manageable by man. SKB Technical Report TR 95-19. Swedish.
6. Johannesson, L.E., Nord, S., Pusch, R., Sjöblom, R., 2000. Isostatic compaction of beaker shaped bentonite blocks on the scale 1:4. SKB Technical Report TR 00-14. Swedish.
7. Jones · 1975
8. A study of the differential scheme for composite materials10.1016/0020-7225(77)90058-1 ↗
9. Pusch, R., 1998. Backfilling with mixtures of bentonite/ballast materials or natural smectitic clay? SKB Technical Report TR 98-16. Swedish.
10. Wardrop, W.L., Associates, 1985. Buffer and backfilling systems for a nuclear fuel waste disposal vault. AECL Technical Record TR-341. Canada.