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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.
The cylindrical tank with hemispherical ends shown in Fig. have volatile liquid and its vapor. The liquid density is 800 kg/m3, and its vapor density is negligible. The pressure in
definition and description
1. Given the following grammar S à 0A0 | 1B1 | BB; A à C; B à S | A; C à S | ε, (a) ( Derivation ) Given a left-most and right-most derivation of a string 01001110 (b) ( Parse tree
Describe the use of computer in : (i) Design (ii) Manufacturing Illustrate the design process and application of CAD.
(a) What are the causes of high fuel consumption? (b) How can the problem of "motorcycle pulls to one side" be corrected? (c) How can engine overheating problem be solved?
Process for solve screw conveyer problem For fully automatic extension of screw conveyer according to screed width we have to go for some design changes, At the end of main
chip formation
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an engine having
how does a sachet packaging work?
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