3.14 The moist unit weights and degrees of saturation of a soil are given in the table. y (kN/m) S (%) 16.62 50 17.71 75 Determine: а. е b. G 3.15 Refer to Problem 3.14. Determine the weight of water, in kN, that will be in 0.0708 m' of the soil when it is saturated. 3.16 The dry density of a soil is 1780 kg/m'. Given G, ture content of the soil when saturated? 3.17 The porosity of a soil is 0.35. Given G, = 2.69, calculate: a. Saturated unit weight (kN/m') b. Moisture content when moist unit weight: 2.68, what would be the mois- %3D %3D 17.5 kN/m3

3.14 The moist unit weights and degrees of saturation of a soil are given in the table. y (kN/m) S (%) 16.62 50 17.71 75 Determine: а. е b. G 3.15 Refer to Problem 3.14. Determine the weight of water, in kN, that will be in 0.0708 m' of the soil when it is saturated. 3.16 The dry density of a soil is 1780 kg/m'. Given G, ture content of the soil when saturated? 3.17 The porosity of a soil is 0.35. Given G, = 2.69, calculate: a. Saturated unit weight (kN/m') b. Moisture content when moist unit weight: 2.68, what would be the mois- %3D %3D 17.5 kN/m3

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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