Some must know calculations/tricks for road Engineers
1) Achieve required gradation by mixing
Many times material that we recieved on site is not as per gradation which is very important for mechanical stabilisation of the layer, if we have mixes having two different gradations but not as per norms or required gradation then it is possible to achieve required gradation in some proportion by mixing those two gradations, Mixing Proportion is the key here.It can be find out in following way.
Material A | Reccommended Limits | Material B | |||||
---|---|---|---|---|---|---|---|
Num Diff | % Passing | Sieve Size (mm) | Lower Limits | Upper Limits | Arithmetic mean | % Passing | Num Diff |
0 | 100 | 40 | 100 | 100 | 100 | 100 | 0 |
-8 | 98 | 20 | 80 | 100 | 90 | 73 | 17 |
-26.5 | 94 | 10 | 55 | 80 | 67.5 | 55 | 12.5 |
-33 | 83 | 4.75 | 40 | 60 | 50 | 42 | 8 |
-32 | 72 | 2.36 | 30 | 50 | 40 | 35 | 5 |
-32.5 | 55 | 0.6 | 15 | 30 | 22.5 | 21 | 1.5 |
-7 | 17 | 0.075 | 5 | 15 | 10 | 9 | 1 |
139 | 45 |
Material A:B = 45 : 139
Material A:B = 1 : 3.08
2) Mixing of Two Material to get required P.I.
Ratio to Required P.I. A:B= (C-B) : (A-C)
A:B = (6-14) : (2-6)
A:B = 8 : 4 = 2:1
3) Triangular Chart Method
Steps :-
i) Make a triangle with course aggregate (30 to 2 mm), Sand (2 to 0.06 mm) and silt and clay (<0.06 mm) on one side each with 0 to 100%.
ii) Mark materials A,B, C and desired gradation D on triangular Chart.
iii) Joint Point D with A, B or C (Say C).
iv) Extend it to meet the line AB at E.
% of A = EB.DC x 100 / AB.EC
% of B = EA.DC x 100 / AB.EC
% of C = ED/EC x 100
1 Comments
We always get to learn from you Borse saheb ✌️👍
ReplyDeleteIf you have any doubts, suggestions , corrections etc. let me know