Advanced Foundation Engineering
Assessment 1 Answers
Year 2026
DUE DATE
06 MAY 2026
0027 68 628 1800
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, QUESTION 1
Shallow Foundations – Bearing Capacity
𝐹𝑜𝑜𝑡𝑖𝑛𝑔 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛𝑠: 𝐵 = 2.0𝑚 , 𝐿 = 1.5𝑚
𝐷𝑒𝑝𝑡ℎ 𝑜𝑓 𝑓𝑜𝑜𝑡𝑖𝑛𝑔: 𝐷𝑓 = 1.2𝑚
𝐿𝑜𝑎𝑑, 𝑃 = 900 𝑘𝑁
𝑆𝑜𝑖𝑙 𝑝𝑟𝑜𝑝𝑒𝑟𝑡𝑖𝑒𝑠: 𝛾 = 18.5 𝑘𝑁/𝑚3
𝛾𝑠𝑎𝑡 = 20.0 𝑘𝑁/𝑚3
𝜙 = 320
𝑐=0
𝐺𝑟𝑜𝑢𝑛𝑑𝑤𝑎𝑡𝑒𝑟 𝑡𝑎𝑏𝑙𝑒 𝑖𝑠 0.8𝑚 𝑏𝑒𝑙𝑜𝑤 𝑡ℎ𝑒 𝑔𝑟𝑜𝑢𝑛𝑑 𝑠𝑢𝑟𝑓𝑎𝑐𝑒
1.1. The ultimate bearing capacity is given by:
𝑞𝑢 = 𝑐𝑁𝑐 𝑠𝑐 + 𝑞𝑁𝑞 𝑠𝑞 + 0.5𝛾𝐵𝑁𝛾 𝑠𝛾
𝑐=0
𝑞𝑢 = 𝑞𝑁𝑞 𝑠𝑞 + 0.5𝛾′𝐵𝑁𝛾 𝑠𝛾
Braja M Das bearing capacity table:
𝐹𝑜𝑟 𝜙 = 320 , 𝑁𝑞 = 23.18 , 𝑁𝛾 = 30.22
Assessment 1 Answers
Year 2026
DUE DATE
06 MAY 2026
0027 68 628 1800
,
,
,
,
,
,
, QUESTION 1
Shallow Foundations – Bearing Capacity
𝐹𝑜𝑜𝑡𝑖𝑛𝑔 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛𝑠: 𝐵 = 2.0𝑚 , 𝐿 = 1.5𝑚
𝐷𝑒𝑝𝑡ℎ 𝑜𝑓 𝑓𝑜𝑜𝑡𝑖𝑛𝑔: 𝐷𝑓 = 1.2𝑚
𝐿𝑜𝑎𝑑, 𝑃 = 900 𝑘𝑁
𝑆𝑜𝑖𝑙 𝑝𝑟𝑜𝑝𝑒𝑟𝑡𝑖𝑒𝑠: 𝛾 = 18.5 𝑘𝑁/𝑚3
𝛾𝑠𝑎𝑡 = 20.0 𝑘𝑁/𝑚3
𝜙 = 320
𝑐=0
𝐺𝑟𝑜𝑢𝑛𝑑𝑤𝑎𝑡𝑒𝑟 𝑡𝑎𝑏𝑙𝑒 𝑖𝑠 0.8𝑚 𝑏𝑒𝑙𝑜𝑤 𝑡ℎ𝑒 𝑔𝑟𝑜𝑢𝑛𝑑 𝑠𝑢𝑟𝑓𝑎𝑐𝑒
1.1. The ultimate bearing capacity is given by:
𝑞𝑢 = 𝑐𝑁𝑐 𝑠𝑐 + 𝑞𝑁𝑞 𝑠𝑞 + 0.5𝛾𝐵𝑁𝛾 𝑠𝛾
𝑐=0
𝑞𝑢 = 𝑞𝑁𝑞 𝑠𝑞 + 0.5𝛾′𝐵𝑁𝛾 𝑠𝛾
Braja M Das bearing capacity table:
𝐹𝑜𝑟 𝜙 = 320 , 𝑁𝑞 = 23.18 , 𝑁𝛾 = 30.22