Design CBR and R Modulus
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Transcript of Design CBR and R Modulus
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7/25/2019 Design CBR and R Modulus
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1. A minimum of 6 to 8 values are usually used to determine the design subgrade resilient
modulus. Design resilient modulus is defined as the modulus value that is smaller than
60, 75, or 87.5 % of all the test values.
ESA !esign "#
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
10& 60
10& ' 106 75
(106 87.5
). *he results of eight tests +rodued the follo-ing subgrade resilient modulus values &).8,
5/.8, 60.7, 65.6, 6.0, 78.0, 8).1 and /.) "+a. !etermine the design subgrade resilient
modulus for ESA of 10&, 105 and 106.
Design Reliability
or eah of the uniform setions, the 23# design value must be alulated using the
reliability of the road ategory. *here are t-o basi methods that an be follo-ed for suh
analyses
a4 Standard normal distribution method
*his method uses the assum+tion that the 23# results in a uniform setion are normally
distributed. *his is a reasonable assum+tion for most ases of subgrade onditions. *hereafter
the method uses a basi statistial a++roah.
23# design ' . S
9here
23# design 23# design value given the reliability of the uniform setion
average 23# value of the subgrade in the uniform setion
statistial oeffiient for a given level of reliability
S standard deviation for the 23# values in the uniform setion