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!
Retaining Walls:
A wall used to retain some material on one or both sides of it can be termed as retaining wall. Commonly, it is used to retain soil at two different levels on either side of the wall. Therefore, the materials to be retained on either side may be different, e.g. the wall of a swimming pool retains soil on one side and water on the other side. When the material retained by it is fluid say water, it is called a dam.
Gravity wall, cantilever wall, and buttress wall are some of the common types of retaining walls. In the case of Gravity Wall, the self-weight of the structure provides stability against the pressure of retained earth. Cantilever wall consists of the vertical arm that retains the earth and is held in position by the base slab. In this case, the weight of fill on top of the heel, further to the weight of the wall and contributes to the stability of the structure.
The procedure of design of a retaining wall commences with preliminary proportioning of the wall, and then the design is checked against the stability requirements of wall and is revised if required.
Types of Pavements: On the basis of structural performance of pavements, there are basically two types of pavements: (a) Flexible, and (b) Rigid. A flexible pavement
Question In a concrete compression test , usually 150mmx150mmx150mm concrete cube examples are used for testing. Why isn't 100mmx100mmx100mm concrete cube samples used in test in
Verify the grain specific gravity In a specific gravity test, the weight of the dry soil taken is 0.66 N. The weight of the pyknometer filled with this soil and water is 6.756
Q. Constriction of waterway at bridges? Constriction of waterway at bridges is effected by extending the approach banks to cover spill area or, in addition, part of active chan
What is the microstructure of normalised steel?
derivation for strain energy stored in a body due to torsion
In a hydrometer analysis, the corrected hydrometer reading in a 1000 ml uniform soil suspension at the start of sedimentation was 28. After a lapse of 30 minutes, the corrected hyd
design of beams latteraly supported
Define the Approach Velocity Typical problems have negligible approach velocity. v 1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the ve
Explain the term - Uniaxial - Biaxial -Triaxial Prestressing These terms refer to cases when the concrete is prestressed in only one direction, in two mutually perpendicular di
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