Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Chemical Classification
On the basis of their chemical composition engineers prefer to classify rocks as:
1. Silicious rocks
2. Argillaceous rocks
3. Calcareous rocks
(i) Silicious rocks: The major content of these rocks is silica. They are durable and hard. Examples of such rocks are trap, granite sand stones etc.
(ii) Argillaceous rocks: The major constituent of these rocks is argil for instance clay. These stones are durable and hard but they are brittle. They cannot endure shock. laterites and Slates are instance of this type of rocks.
(iii) Calcareous rocks: The major constituent of these rocks is calcium carbonate. Limestone is a calcareous rock of sedimentary origin whereas marble is a calcareous rock of metamorphic origin.
Preliminary settlement analysis for a building indicated a settlement of 50 mm in 4 years and an ultimate settlement of 250 mm. The average pressure increment in the clay stra
why the force is resolved
Define the Precedence Diagramming Methods a) Activity on Node (AON) with arrows for dependencies b) Uses all forms of precedence relationships
Sub-base for concrete carriageway - non-strength provider Essentially sub-base for a concrete carriageway is provided for the below reasons: (i) It provides aneven and smo
Q. Local Scour at obstructions in rivers? When the water flow in river is deflected by obstructions such as bridge piers, scouring would occur arising from formation of vortexe
A flitched beam consists of a wooden joist 150 mm wide and 300 mm deep strengthened by steel plates 12 mm thick and 300 mm deep one on either side of the joist. If the maximum st
effective CBR
Q. Discontinuity of joint – position of bearing? Expansion joints in a bridge structures cater for movements inlongitudinal, transverse, vertical and rotational forms. Layout a
Temporary bench marks
A clay layer 5 m thick has double drainage. It was consolidated under a load of 127.5 kN/m2. The load is enhanced to 197.5 kN/m 2 . The coefficient of volume compressibility is 5.7
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +1-415-670-9521
Phone: +1-415-670-9521
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd