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!
Illustrates about the effect of wall movement on earth pressure?
Effect of wall movement on earth pressure
About fifty years ago Terzaghi conducted a series of tests on large scale model retaining walls to ascertain the variation of magnitude of earth pressures with the movement of the walls. While the wall is rigid and unyielding, no deformations and the soil mass are there in a state called earth pressure at rest. This is represented by the point A in figures (a). When the wail rotates about its toe, moving away from the soil as in figure (b), the soil mass expands, resulting in a decrease of earth pressure. Any element of soil will then behave just like a specimen in a tri-axial test in which the confining pressure is decreased while the axial stress remains constant. When the horizontal stress is decreased to a certain magnitude the full shear strength of the soil will be mobilised. No further decrease in the horizontal stress is possible even with further movement of the wall. This is called active earth force. This is represented by point B in the figure (a).
If the wall is pushed towards the wall as in figure (c) the soil is compressed and the soil offers resistance to this movement by shearing resistance. Any element of the soil can now be considered to be in the condition of a triaxial specimen being failed by increasing the confining pressure while holding the vertical stress constant. The horizontal $tress cannot be increased beyond a magnitude called passive stress. At this stress failure occurs arid the passive earth force is denoted by the point C in figure (a). Active and Passive earth pressures develop corresponding to two limiting slates of equilibrium. The soil mass is said to be in a state of plastic equilibrium ill these two stages. A small increase in stress at this stage will cause the plastic flow condition-a continuous increase in the corresponding strain.
What are the Safety consideration in under batteries and gear ? Ans: Alternator:- 1. Suspension pin with cotter pin and anti- rotation plate 2. Alternator safety cha
Explain the Extensive Properties of a System Extensive properties are those, which dependent on the mass of the system and do not maintain similar value for any part of the sys
how to find currents
A machine having a mass of 100 Kg and supported on springs of total stiffness 7.84 x 105 n/m has an unbalanced rotating element which results in a disturbing force of 400 N at a sp
WIRE MELTING CHARACTERISTICS A non linear relationship exists between the rate at which the wire is fed into the arc and the current required to burn it off to maintain a constan
Ask okokopkpk#Minimum 100 words accepted#
Spot welding of different metals-Copper Resistance welding copper is perhaps the most difficult case owing to the high electrical and thermal conductivities of copper. If is no
Q. Sustained Bending Moment? When sustained bending moments or axial thrust loadings are applied to the flanged joint during operation in sufficient magnitude to warrant consid
A nozzle of 50 mm. dia. delivers a stream of water that strikes a flat plate which is held normal to the axis of stream. If the issuing jet has a velocity of 15 m/sec., determine:
ismb 600 load capacity length in 8 meter
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: +1-415-670-9521
Phone: +1-415-670-9521
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd