Based on limited balance theory, the formula of force polygon method used to calculate the soil pressure of gravity retainwall for cohesionless soil under water is provided in .

 
  • 以衡重式擋墻為例,從極限平衡理論出發(fā),推導了無(wú)粘性填土在浸水條件下用力多邊形法計算土壓力公式;結合具體工程實(shí)例,對延長(cháng)墻背法和力多邊形法進(jìn)行了比較。
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