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During isotropical consolidation the sand particles get closer to each (because of medium dense sample) other.
The influence of a driving static shear stress on the liquefaction resistance of medium dense granular soils is investigated.
Below this layer is a 10 m of soft silty clay followed by a layer of medium dense to dense silty sand and medium stiff silty clay of about 20 and 7 m depth, respectively.
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The seismic performance of a moderately tall pier supported on a square footing on top of a layer of medium-dense sand was studied through a series of dynamic centrifuge experiments.
Pile set-up occurs in almost all types of soils including organic and inorganic clays, loose to medium dense silts, sandy silts, and fine sands [16, 17].
Thereafter, the peak passive pressure reduces and the state of the ultimate passive thrust was observed at S/H = 0.17 for medium dense backfill whereas at S/H = 0.2 for dense backfill.
Different nose shapes (spherical, flat, hemispherical, conical and ogival) and mass (7 g, 15 g and 20 g) of projectiles were fired into sand samples of relative densities ranging from medium dense to very dense state (60%, 75%and90%0%and90%
The behavior of the bucket and the response of soil supporting the bucket in dense and medium dense sandy soils subjected to static horizontal load are investigated.
In areas of medium to dense biomass, the FIA data were valuable for evaluating map accuracy by comparing plot biomass to pixel values.
The bearing behavior of monopod buckets under drained monotonic loading in very dense and medium dense sand is investigated in this study by means of numerical simulation with the finite element method.
The layering indicated by relative density value analysis is based on consistencies of soil layers, which are: very loose, loose, medium, dense, very dense consistencies.
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