Mechanical performance of consolidated crushed saltas backfill in boreholes and shafts
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Creator 1. Supattra Khamrat
2. Kittitep Fuenkajorn
Title Mechanical performance of consolidated crushed saltas backfill in boreholes and shafts
Publisher Research and Development Office, Prince of Songkla University
Publication Year 2561
Journal Title Songklanakarin Journal of Science and Technology
Journal Vol. 40
Journal No. 2
Page no. 430
Keyword strain energy, consolidation, crushed salt, backfill, recrystallization
URL Website http://rdo.psu.ac.th/sjstweb/index.php
ISSN 0125-3395
Abstract Consolidation tests have been performed to determine the mechanical properties of crushed salt as affected by appliedstresses and consolidation period. The crushed salt with particle sizes ranging from 0.075 to 4.76 mm mixed with 5% saturatedbrine are consolidated under axial stresses ranging from 2.5 to 10 MPa. The consolidation curves show instantaneous andtransient creep strains. Densities, uniaxial compressive strengths and elastic moduli measured after consolidation for 3 to 180days increase with the applied stresses and duration due to the particle rearrangement and recrystallization. The crushed saltproperties are calculated as a function of mean strain energy required during consolidation. The opening depth and the time atwhich the crushed salt backfill is installed are significant factors controlling its long-term density, strength and stiffness.
Songklanakarin Journal of Science and Technology (SJST)

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