(5) There is a strip footing with a width of 2 m and a buried depth of 1.5 m. The foundationsoil is silt with a unit weight of 19 kN/m', a saturated unit weight of 20 kN/m², cohesion of 10kPa, and an internal friction angle of 20°. The groundwater level is I m below the ground surface.Please determine the ultimate bearing capacity of the foundation. (

The Ultimate Bearing capacity is calculated by Terzaghi theory.

(5) There is a strip footing with a width of 2 m and a buried depth of 1.5 m. The foundation soil is silt with a unit weight of 19 kN/m', a saturated unit weight of 20 kN/m', cohesion of 10 kPa, and an internal friction angle of 20°. The groundwater level is 1 m below the ground surface. Please determine the ultimate bearing capacity of the foundation. (

(5) There is a strip footing with a width of 2 m and a buried depth of 1.5 m. The foundation soil is silt with a unit weight of 19 kN/m', a saturated unit weight of 20 kN/m', cohesion of 10 kPa, and an internal friction angle of 20°. The groundwater level is 1 m below the ground surface. Please determine the ultimate bearing capacity of the foundation. (

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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