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!
Explain the AASHTO Classification System
1. Identify the percent passing the No.10, No. 40, and No. 200 sieves. Identify the LL and PI of the fraction passing the No. 40 sieve.
2. Use AASHTO Classification Table. Move from left to right using process of elimination until the first group consistent with the laboratory data is identified.
3. Special Notes:
a) For groups A-4, A-5, A-6 and A-7: Calculate the group index (GI) using the equation shown below the classification table. If GI is negative, it is reported as zero.
b) For group A-7, the Plastic Limit (PL = PI - LL) is the differentiating factor between A-7-5 and A-7-6. This is expressed in terms of Plasticity Index (PI = LL - LL), which you already use for classification.
earthen dam and gravity dam
Question If on-site slump test fails, is it necessary that engineers allow a contractor to continue concreting works ? Answer This is an extremely traditional question raised by
what should we do if alkalinity in water is greater than 25
Question While designing mini-piles , should strength of grout be disused during estimation of loading carrying capacity? Answer While designing min-piles, there will
Q.What do you mean by Slip Siding? If the Station yard is in a gradient steeper than 1 in 260 or there is a continuous falling gradient away from the station there is a possibi
why strength of transition zone is less than bulk paste
Define Superposition Method 1. Remove enough redundant supports to reduce the structure to a statically determinate condition 2. Calculate the deflections at the previous l
Hi need help with designing a 10 story concrete building with basement car park. Need help with calculations in line with eurocodes. Is this something you can help with?
Question Why is slump specified in concrete carriageway comparatively low like 30mmwhen compared with normal concrete like 75mm? Answer Slump of concrete carriageway
explain in a simple way
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: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd