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Exact(30)
The mechanical behavior of the soil was determined by unconfined compressive strength tests.
The reason for this observed behavior of the soil is addressed in this paper.
A distinctive dilative behavior of the soil was observed near the slope where static shear stresses are present.
The model captures the intrinsic non-linear behavior of the soil with increasing loading, and the coupling between moments and axial loads.
A pressure-dependent viscoplastic fluid is adopted to model the behavior of the soil paste, which is assumed to be a compressible homogeneous mixture.
The proposed analytical method adopts the 1-D consolidation relationship (the e − log p curve) to describe approximately the stress strain behavior of the soil.
Similar(30)
The static behavior of the soil-structure system was assessed.
The numerical framework is first validated using the experimental results and then used to investigate the detailed behavior of the soil-pipe system.
An attempt was made to provide a rational explanation for the observed behavior of the soils based on the fundamentals of colloid chemistry and the available literature.
This is because of the nonlinear behavior of the soil-foundation interface.
Figures 19, 20 and 21 show the effect of the granular piles diameter on the behavior of the soil-strip footing system.
More suggestions(17)
behavior of the sand
behavior of the atmosphere
pattern of the soil
behavior of the clay
behavior of the surface
performance of the soil
role of the soil
behaviours of the soil
behavior of the region
behavior of the government
behavior of the error
behavior of the behavior
behavior of the duopoly
behavior of the inequality
behavior of the trend
behavior of the entity
behavior of the bill
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