Q4: It is required to construct a pile foundation comprised of 25 piles arranged in 5 columns at distances of 120 cm center to center. The diameter and lengths of the piles are 50 cm and 12 m respectively. The bottom of the pile cap is located at a depth of 3 m from the ground surface. The details of the soil properties etc. are as given below with reference to ground level as the datum. The water table was found at a depth of 6 m from ground level. Compute the consolidation settlement of the pile foundation if the total load imposed on the foundation is 3000 KN * 25 degrees Depth Soil properties Silt, saturated, y= 15.8 kN/m³ Clay, saturated, y = 18.80 kN/m³ Clay, saturated, y = 19.6 kN/m³, qu = 125 kN/m², eo= 0.75, C 0.27 Clay, y = 18.30 kN/m³, qu = 100 kN/m², eo = 0.97, Ce=0.41 Clay, y = 19.85 kN/m³, qm = 165 kN/m², eo = 0.68, Ce-0.24 Rocky stratum From 0 3 5 10 14 18 To 3 5 10 14 18

Q4: It is required to construct a pile foundation comprised of 25 piles arranged in 5 columns at distances of 120 cm center to center. The diameter and lengths of the piles are 50 cm and 12 m respectively. The bottom of the pile cap is located at a depth of 3 m from the ground surface. The details of the soil properties etc. are as given below with reference to ground level as the datum. The water table was found at a depth of 6 m from ground level. Compute the consolidation settlement of the pile foundation if the total load imposed on the foundation is 3000 KN * 25 degrees Depth Soil properties Silt, saturated, y= 15.8 kN/m³ Clay, saturated, y = 18.80 kN/m³ Clay, saturated, y = 19.6 kN/m³, qu = 125 kN/m², eo= 0.75, C 0.27 Clay, y = 18.30 kN/m³, qu = 100 kN/m², eo = 0.97, Ce=0.41 Clay, y = 19.85 kN/m³, qm = 165 kN/m², eo = 0.68, Ce-0.24 Rocky stratum From 0 3 5 10 14 18 To 3 5 10 14 18

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.11P: Redo Problem 18.10 using the method for estimating the skin resistance. 18.10 A concrete pile 15 m...

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Q # 1. What is pile foundation? Discuss the classification of pile based on materials/composition and load transfer mechanism. Civil Engineering Subject= Geotecnical Design Plz Type here
Q # 1. What is pile foundation? Discuss the classification of pile based on materials/composition and load transfer mechanism. Subject: Geotechnical design.
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