Verify the void ratio and water content, Civil Engineering

Assignment Help:

Derive the relation among void ratio (e), specific gravity of particles (G) and moisture content at full saturation (w).

A certain sample of saturated soil in a container weighs 0.65 N. On drying in an oven in the container it weighs 0.60 N.

The weight of container is 0.35 N. The grain specific gravity is 2.65. Verify the void ratio, water content, and bulk unit weight.

Related Discussions:- Verify the void ratio and water content

Reinforcement detailing, i want to know about the detailing at beam -column...

i want to know about the detailing at beam -column joint & beam- wall joint

Load carrying element of min-piles, Q. A pipe or groups of bars be adopted ...

Q. A pipe or groups of bars be adopted as load carrying element of min-piles? The design of mini-piles someway differs from other traditional pile types. For example the design

Enumerate about the bonded member, Enumerate about the Bonded Member It...

Enumerate about the Bonded Member It is a concrete member in which tendons are bonded to the concrete. They may be directly bonded to the concrete as in the case of pre-tension

Upper bound of indirect tensile strength, Question While designing rese...

Question While designing reservoirs, indirect tensile strength of the concrete mix is particular to be less than a specific value such as 2.8N/mm2 for potable water. Why ought

Explain term - losses of prestress, Explain term - losses of prestress ...

Explain term - losses of prestress We know that with time, tendons lose some of their initial prestress (at the time of transfer of prestress). This is termed as 'losses of pre

Raport, CASTE DISCRIMANIMATION

CASTE DISCRIMANIMATION

Retaining walls, Retaining Walls: Needed to retain the fill portion, a...

Retaining Walls: Needed to retain the fill portion, and generally constructed in dry stone masonry with pucca bunds (Figure). Figure: Typical Design for a Retaining

Evaluate the principal stresses and principal planes, Evaluate the principa...

Evaluate the principal stresses and principal planes: The state of stress at a point in a loaded solid is prescribed on two faces of an element whose shape is a triangular pri

Test for determination of shear modulus, Test for determination of Shear Mo...

Test for determination of Shear Modulus Conditioning load : Bearings shall be preloaded with maximum horizontal load Htest (with Ntest or vertical load held constant) and un

Show elastomeric bearings, 1. Elastomeric bearings must not be placed one b...

1. Elastomeric bearings must not be placed one behind the other along the longitudinal axis of the girder on a single line of support under any circumstances. 2. Bearings of dif

Write Your Message!

Name

Email id

Message

Verfication Code

User Account

All Pages