For the following cases, determine the allowable gross vertical load-bearing capacity of the foundation. Use Tarzaghi's equation and General Bearing Capacity Equation. Use FS=4. Fore the following grossvertical load- bearcing capacéty of the foundation. UseTetzaghi's equation and Genenal Bearing capacityEquation. Use FS=4.cases,determine the allowablePatctB(m) Df (m)Foundation typea1.220.9625 |28.75 |1ヌ29Continuousb130017Continuous30° 016.5Squane7.NSNRRODU

(a) Here in this problem values of NC, Nq and Nγ are not given.we can calculate these values by…

Fore the following cases, determine the allowable vertical load- bearcing capacity of the foundation Use Terzaghi's equation and Genenal Bearing capacity Equation. Use FS=4. gross Patct B (m) Df (m) 2 (KN/m) (KN/m³) Foundation type a 1-22 0.96 25 28-75 17-29 Continuous b. 2. 30 17 Continuous 36° 0 16:5 Squane 2.

Fore the following cases, determine the allowable vertical load- bearcing capacity of the foundation Use Terzaghi's equation and Genenal Bearing capacity Equation. Use FS=4. gross Patct B (m) Df (m) 2 (KN/m) (KN/m³) Foundation type a 1-22 0.96 25 28-75 17-29 Continuous b. 2. 30 17 Continuous 36° 0 16:5 Squane 2.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.9P: A column foundation (Figure P6.9) is 3 m × 2 m in plan. Given: Df = 1.5 m, ф′ = 25°, c′ = 70 kN/m2....

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