PROBLEMS8.1 Refer to Figure 8.3. For a flexible load area, given: B= 3 m, L=4.6m, q=180KN/m², D; =2m, H = 00, v= 0.3, and E = 8500KN/m³. Estimate the elasticsettlement at the center of the loaded area. Use Eq. (8.14).%3DFoundation B×LRigid:foundationFlexiblefoundationHsettlementsettlementv = Poisson's ratioE = Modulus of elasticitySoilRockFigure 8.3Elastic settlement of flexible and rigid foundations.(8.14)

solution Given B =3mL=4.6mq=180KN/m2Df=2mts E = 8500KN/m2ν = 0.3the flexible settlement at the…

8.1 Refer to Figure 8.3. For a flexible load area, given: B= 3 m, L= 4.6 m, q = 180 kN/m², D; = 2 m, H = 0, v = 0.3, and E = 8500KN/m². Estimate the elastic settlement at the center of the loaded area. Use Eq. (8.14). %3D

8.1 Refer to Figure 8.3. For a flexible load area, given: B= 3 m, L= 4.6 m, q = 180 kN/m², D; = 2 m, H = 0, v = 0.3, and E = 8500KN/m². Estimate the elastic settlement at the center of the loaded area. Use Eq. (8.14). %3D

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter10: Stresses In A Soil Mass

Section: Chapter Questions

Problem 10.12P: Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft....

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

PROBLEMS
8.1 Refer to Figure 8.3. For a flexible load area, given: B= 3 m, L=4.6m, q=
180KN/m², D; =2m, H = 00, v= 0.3, and E = 8500KN/m³. Estimate the elastic
settlement at the center of the loaded area. Use Eq. (8.14).
%3D
Foundation B×L
Rigid
:foundation
Flexible
foundation
H
settlement
settlement
v = Poisson's ratio
E = Modulus of elasticity
Soil
Rock
Figure 8.3
Elastic settlement of flexible and rigid foundations.
(8.14)

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