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!
Soil Classification:
Based on particle size, the soils can be classified as under, adopting the IS soil classification system:
0.002 0.075 0.425 2.36 4.75 20 80 300
mm mm mm mm mm mm mm mm
All soils, as per the Indian Soil Classification System, are divided into three main groups:
(a) Coarse-grained soils, having more than half the total material by weight, larger than 75 micron sieve size.
(b) Fine-grained soils, having more than half the total material by weight smaller than 75 micron sieve size.
(c) Highly organic soils: these soils contain larger percentages of fibrous organic matter such as peat and particles of decomposed vegetation. Further, certain soils containing shells, concretions, cinders and other non- soil materials in sufficient quantities are also involved in this group.
Is there any application by using the third law of thermodynamics. A Actual application without explained the calculation
how to measure horizontal angle by theodolite
a pilot entering a bay on course
what is difference between stopping sight distance and overtaking sight distance
Determine the term- Shrinkage of Concrete Shrinkage of concrete is primarily due to gradual loss of moisture which results in change in volume. The shrinkage of concrete depend
Permanent magnets are made of what kind of materials ? Answer: It is made of hard magnetic materials.
back water curve and affulux
Modern marketing calls for more than just developing a good product, pricing it attractively, and making it available to target customers. Companies must also communicate with thei
Explain the Design Criteria Sedimentation basin Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area) Detention time t or ? = V/Q (Volume /Flow rate)
Determine the elastic settlement of a rectangular foundation, 6 m × 12 m, on a uniform sand with E = 20,000 kN/m 2 and Poisson's ratio, = 0.2. The contact pressure is 200 kN/m 2
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