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Q. Describe the Consolidation Settlement?
The resulting settlements which are time-dependent and are termed consolidation settlements. After the consolidation settlements take place, creep (or secondary consolidation) of the soil under applied stress may continue for some additional time. Soil creep is a major portion of the total settlement for many organic and peaty deposits. It appears further, the poorer the soil (soft, stratified, filled-in type), the less likelyhood for a reliable settlement estimate.
Settlement is not always a bad characteristic for the structure, provided it is UNIFORM throughout and does not reach excessive limit or permissible value. If the sefflements are unequal, i.e. if one corner settles down more than the rest of the structure, then it is a very adverse design. Unequal settlement may cause floors to cracks, plasters to crack badly.
beam
A bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay, 6 m thick. The water table is at a depth of 5 m below the ground level. The bulk densities
A retaining wall with a smooth vertical back, 4.5 m high, retains a dry cohesionless backfill level with the top of the wall. γ = 18.6 kN/m 3 and φ = 30°. The backfill carries a u
Compass Surveying: You have studied about the compass and its use for bearings of measuring survey lines. The angular measurements are carried out with prismatic compass that
• The transmission of load through a structure can be complex but in any particular case - The applied load can usually be classified into 4 types •
describe two fundamentals purposes of surveying.
Q. What is Unimat Machine? The machine has got 16 independently tiltable tamping tools which enable the machine to work on points and crossing as well as on plain track. The ma
What are the long spam bridge girders The pre-tensioned construction finds more use and application in the construction of those structural concrete members which are of small
difference between raft and pile foundation question..
Design of Flexible Pavements: The design of flexible pavements is done by the CBR method. The CBR test, described further, gives an indication of the supporting power of the
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