Can anyone provide me supporting notes/manual/books for Procurement Management (civil 8th sem elective 3, CE78503) ?
Kun year ko ho yo?
Kun year ko ho yo?
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Can anyone provide me supporting notes/manual/books for Procurement Management (civil 8th sem elective 3, CE78503) ?
please provide if you have one
Drawing I majaley concept liyera padhney book suggest garum nah ani youtube channel pani
a) A pressure gauge consists of U tube with equal enlarged ends and is filled with water on one side and oil of specific gravity 0.97 on the other, the surface of separation being in the tube below the enlarged ...
Kun year ko ho yo?
Kun year ko ho yo?
See lessThe following assumptions are generally made: i) The stress system is assumed to be tow-dimensional i.e., the stresses in the third direction (perpendicular to the section of soil mass) are taken as zero. ii) It is assumed that the coulomb equation for shear strength is applicable and the shear streRead more
The following assumptions are generally made:
i) The stress system is assumed to be tow-dimensional i.e., the stresses in the third direction (perpendicular to the section of soil mass) are taken as zero.
ii) It is assumed that the coulomb equation for shear strength is applicable and the shear strength parameters C and ∅ are known.
iii) It is further assumed that the seepage conditions and water travels are known and the corresponding pore water pressure can be estimated.
iv) The conditions of plastics failure are assumed to be satisfied along the critical surface. In other words, the shearing strains at all points of the critical surface are large enough to mobilize all the available shear strength.
See lessGenerally the stability of slope can be enhanced by the different types of corrective measures: i) Flattering the slope due to which tendency for soil mass to slide is reduced. ii) Providing a berm below the toe of the slope helps to increase the resistance to the movement of the soil from the slopeRead more
Generally the stability of slope can be enhanced by the different types of corrective measures:
i) Flattering the slope due to which tendency for soil mass to slide is reduced.
ii) Providing a berm below the toe of the slope helps to increase the resistance to the movement of the soil from the slope. It is especially useful when there is a possibility of a base failure.
iii) Drainage helps in reducing the seepage forces and hence increase the stability.
iv) Densification by use of explosives, vibrofloatation,etc. helps in increasing the shear strength of cohesion less soil and thus increasing the stability.
v) Consolidation by surcharging or other methods helps in increasing the stability of slopes.
vi) Grouting and injection of cement or other compounds into specific zones help in increasing the stability of slopes.
vii) Sheet piles and retaining walls can be installed to provide lateral supported and to increase the stability.
viii) Stabilization of the soil helps in increasing the stability of slopes.
ix) Planting the surface of the slope is beneficial to protect the slope against shallow slides.
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Can you Please Describe which Chemistry?
Can you Please Describe which Chemistry?