Gravity retaining wall earth pressure random variable is re-filling wall friction angle ψ γ, filling within the cohesion c, friction coefficient μ of soil retaining walls in the basement and the four random variables are generally have to obey the normal distribution. Figure 1 shows the gravity reta

Gravity effects of the pressure-retaining walls and is primarily random variables after Wall filling heavy gamma, and filling the friction angle should be cohesive, C, and the base of the retaining walls and the coefficient of friction μ4 random variables in general are subject to normal distributio

After the influence gravity type bulkhead earth pressure main random variable is the wall the earth fill specific weight gamma, the earth fill angle of internal friction psi, cohesive force c, the earth mu also these four random variables all obeys the normal distribution generally to the bulkhead b

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