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Publications tagged with [stress strain behavior]
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<p>The squeezing of tunnels is a common phenomenon in poor rock masses under high in situ stress conditions. The critical strain parameter is an indicator that allows the degree of squeezing potential to be quantified. It is defined as the strain level on ...
Filed under:
Tunnel Engineering -
Tunnel Rock Behavior - Classification
Reference:
Tunnelling and Underground Space Technology 22 (2007) 343–350
Zornberg J. G.
,
Cabral A. R.
et al.
Tire shreds and tire shred - soil mixtures can be used as alternative backfill material in many geotechnical applications. The reuse of tire shreds may not only address growing environmental and economic concerns, but also help solve geotechnical problems ...
Filed under:
Soil Mechanics -
Soil Improvement
Reference:
Canadian Geotechnical Journal, April, 2004, Vol. 41, No. 2