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Project Management:
This unit starts with the general definition of Project management. Several phases involved in project management are also desribed. Further, the techniques involved in the project management are discussed. Techniques for project management include Gantt chart, CPM and PERT. Gantt chart is visual aids whose strength lies in their simplicity and ease of understanding. CPM and PERT are the applications of basic network analysis. Activities, represented as network arcs are represented sequentially to one another and represented schematically. Some statistics such like critical path time, critical path variance and event slack are calculated to enhance the value of project management techniques. As the CPM and PERT do not consider the importance of resources, it is known as a "feasible procedure for generating a non-feasible schedule". To overcome this approach, a resource constraint project scheduling is taken into consideration. Few instances are considered to clarify the use of these techniques.
Introduction to Transportation Engineering: Transportation is the movement of goods and people from one place to another. Transportation Engineering is that branch of engineer
Abrasion Test: This test is carried out on stones used as aggregates for road construction. The test result shows the suitability of stones against the grinding action u
Pipelines: Use of Pipelines in Transport Pipelines are used for transporting liquids (petroleum products for example), gases and solids in slurry form (for example ir
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seasoning of timber
Modes of failure • For safe design, a knowledge of the possible modes of failure is also necessary, e.g. failure of the structure could occur due to - Tensile fracture due t
Compare the probabilities: Use the central limit theorem to compute P (¦ X - μ ¦ ≥ k), k = 1, 2,3,4,5 where X and μ are as defined in Example. Compare the probabilities with t
parts of Bridges & culverts
Softening Point Test: The temperature at which bitumen softens is determined by the "Ring and Ball" test (Figure). (a) Diagram of Apparatus at Beginning of Test (b
In a pipette analysis, 0.5 N of dry soil (fine fraction) of specific gravity 2.72 were mixed in water to form half a litre of uniform suspension. A pipette of 10 ml capacity was
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