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State the Problem and phases of site investigation
The site investigation is to be performed to obtain the solution for the following problems:
i) Foundation problems
ii) Ground water problems
iii) Construction problems
iv) Fixation of responsibility in a law suit if major redesign is warranted based on the excavations for construction. Subsequent building damages from settlement or other foundation problems which could have been avoided by having proper soil investigation. This may lead to recoverable claims against consultants and designers.
A project requires that activities A and B can be started independently and activities C and D are independent but can be started after A and B have been completed. Activity E can
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Minimisation of Differential Settlement You are aware that differential settlement causes more distress to the structure, when compared with that of total settlement. The var
Compute the safe bearing capacity of a square footing 1.5 m × 1.5 m, located at a depth of 1 m below the ground level in a soil of average density 20 kN/m 3 . = 20°, N c = 17.7,
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Question Why do BS8007 specify permissible crack width of water retaining structure as 0.2mm for severe, extremely severe exposure? Answer For break width less than
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