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Bentonite clay is considered as possible backfill material for nuclear waste repositories in crystalline rock.
The long-term stability of backfill material is the key to retaining roadways successfully.
Controlled low-strength material (CLSM) is known as a self-leveling and self-compacting cementitious backfill material used for backfilling.
The results show that the time of instability of the backfill material relate to the initial parameters of the material, the coefficients decided by temperature and the ratio of the plastic zone of the backfill material.
Electrical resistivity tomography (ERT) provides a two-dimensional (2D) profile of the bulk resistivity of backfill material in situ.
Ladder-type metal reinforcement can be used to reinforce MSE walls with tire shred-sand mixtures as a backfill material.
The studied parameters include: the frequency and amplitude of ground motion; the stiffness and strength of the geosynthetic reinforcement, the location of the reinforcement within the backfill material and the thickness of the backfill material.
The study discusses the effect of thermal conductivities of soil and cable backfill material on the UPCS total investment costs.
The new thermal backfill material is considered to be installed within the cable system to improve its thermal performance.
In this paper, a new silica alumina-based backfill material utilizing large quantities of coal combustion byproducts (CCPs) was investigated.
The time of instability of the backfill material obtained from our investigation coincides with an actual project.
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CEO of Professional Science Editing for Scientists @ prosciediting.com