Engineering Rock Mechanics

(Jacob Rumans) #1

476 Questions 7 8.7 - 18. IO: design of surface excavations


418.10 Using the principle of virtual work, determine the value of P
for limiting equilibrium for the foundation shown below.


. c'= 50 kPa, $'= 30'
: c'= 25 kPa, @'= 20"

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