Due to the application of a surcharge of g=1.8 ton/m³ and height of 3m, answer th7dry = 1.7 t/m³w = 20%Sand4 me = 0.7= 2 t/m3satG= 2.7Pc= 1.2 kg/cm26 mCc =0.28Cv = 1.2*10° cm?/sec-3ClayPermeable layerFor consolidation estimation, the initial effective stress (t/m²) is:Choose... +The consolidation settlement ( m) of the clay layer is:Choose... +Ink Jac ä>luo

Consolidation is the normal removal of water and frequent stress shift from the pore water to soil…

Answered: Due to the application of a surcharge…

Due to the application of a surcharge of g=1.8 ton/m³ and height o 7dry = 1.7 t/m³ w = 20% Sand 4 m e = 0.7 =2 t/m3 7 sat G= 2.7 Pc= 1.2 kg/cm² 6 m Cc =0.28 Cv = 1.2*10° cm? /sec -3 Clay

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.

Question

100%

Due to the application of a surcharge of g=1.8 ton/m³ and height of 3m, answer th
7dry = 1.7 t/m³
w = 20%
Sand
4 m
e = 0.7
= 2 t/m3
sat
G= 2.7
Pc= 1.2 kg/cm2
6 m
Cc =0.28
Cv = 1.2*10° cm?/sec
-3
Clay
Permeable layer
For consolidation estimation, the initial effective stress (t/m²) is:
Choose... +
The consolidation settlement ( m) of the clay layer is:
Choose... +
Ink Jac ä>luo

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