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Aktif ve Pasif Zemin Basıncı Dağılımları

Tabakalı Zemin Durumu

c 1 =0, c 2 =0 ve φ 1 <φ 2

γ1 c 1 φ 1

1

q=γ z1

p a =γ 1 z 1 K a1

p a =γ 1 z 1 K a2

Aynı derinlikte iki

farklı yatay zemin

basıncı hesaplanir.

γ2 c 2 φ 2

2

p a =(γ 1 z 1 + γ 2 z 2 ) K a2

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