Behavior of an MBT waste in monotonic triaxial shear tests
This research has investigated the strength and deformation characteristics of a mechanically biologically treated waste in triaxial compression at effective stress of 25 kPa and 200 kPa. New insights were gained regarding the behaviour of MBT waste and the influence of this treatment on its mechanical characteristics, comparing the results obtained at
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Macro- and meso- shear mechanical properties of rock-grout composite structures under different stress level and initial hydration damage. [PDF]
Sci RepRong H, Li G, Xu J, Liang D, Lin F.
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Behavior of unsaturated sandy loess under high-frequency unilateral cyclic loading. [PDF]
Sci RepJiang Z, Shen B, Gao J, Xie D, Han Z.
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Numerical study of shear band formation in triaxial compression tests
Japanese Geotechnical Society Special Publication, 2016 openaire +2 more sources
Experimental study on mechanical properties and microstructure of lime-lignin-amended loess under freeze-thaw cycles. [PDF]
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Study on the macro and micro characteristics of the influence of deviator stress on true triaxial unloading failure. [PDF]
Sci RepLai J, Liu Y, Cong Y, Liu Y.
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Analyzing the shear strength of Kaolin clay stabilized with polypropylene columns. [PDF]
Sci RepHoque MI +3 more
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Experimental study on the influence of sample preparation and testing methods on the shear mechanical properties of silt. [PDF]
Sci RepWang S +5 more
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