Excavation2014a-Lecture1
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Transcript of Excavation2014a-Lecture1
Lecture 1 - ExcavationObjectives:-
1. To learn the various types of excavation works.2. To relate the excavation works as per clauses in SMM23. To learn the methods of measurement as per clause D.10
– Depth classification
Outcomes:-1. Able to differentiate the different types of excavation
bases on clauses D.12.2. Able to determine the different units of measurement
based on the clauses in D10, D11 and D12.
Before you start to measure check this out:-
1. Which clause?
Answer: Clause D.7 page 17
2. Unit of measurement ?
Answer: m2 Clause D.7
3. Others?
Answer: To state average depth.
Suppose we need to do an excavation to a footing (F1) we need to know what?
Answer : Length. Width and Depth
So we have two excavation depths:
a.The first is the oversite excavation depth
which is 200mm from ground level.
b.The second is the footing excavation depth
which is 2.75m from reduced level.
How do we know the excavation depth to footing?
1st. The civil engineer will provide the information in two ways:
A. The depth from ground level or from reduced levels.
B. Based on the TBM ( Temporary Bench mark).
How is excavation actually carried out?
A B
900mm
900mm
F1Excavate footing F1.
Size 900 x 900x 1650mm
SOMETIMES THE SOIL IS JUST TOO WEAK ,SO WE NEED TO PROVIDE SHEET PILING TO THE SIDES OF THE FOUNDATION.
SHEET PILING
Reasons for the depth classification
1. Different depth will result in increased difficulty in excavation.
Increased depth will pose danger to workers so temporary support could be used.
It will result in using more complicated machinery.
It enables contractors to price accordingly
How to measure rock?
1. To measure rock separately from normal earth.
2. To measure rock as an extra over item:-
A. Total excavation ie. A+B.
B To include rock ie B as a new item as extra over.
A
B