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Collapsible Soils and Subsidence
There are soils which are quite stable when dry and they show large volume changes on wetting under load. Examples of these soils are loess (which is wind borne), residual soils which have high void ratios and are weakly cemented and also have crumbling structure. The structure of these soils is so unstable that upon saturation or vibration, collapse will occur. Foundations cannot be placed on such soils unless they are densified. Prewetting and consolidation will help to improve the load carrying capacity. Alternatively deep foundations should be provided to take the load to firm underlying strata.
Describe the internal structure, bonding of atoms and molecules and to understand the mechanical properties of materials. Comprehensive understanding of properties of materials, at
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dynamic analysis of four bar linkage by kelin''s construction.
Introduction
A jet of water moving at 8 m/sec. impinges on a concave-shaped vane to deflect the jet through 120 o when stationary. If the vane is moving at 5 m/sec., calculate the angle of jet
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