From the point of structure design, a new reasonable calculation method of stability coefficient of resisting capsizing is put forward based on the principle of terminal state.
英
美
- 從結構設計的角度出發(fā),按照極限狀態(tài)的原理推導出一種改進(jìn)的水泥土擋墻抗傾覆穩定系數的計算方法,該方法不僅克服了傳統方法抗傾覆穩定安全系數會(huì )隨著(zhù)擋墻嵌固深度的增大反而減小的缺陷,還能反映出地基土的軟硬程度對擋墻抗傾覆穩定性的影響規律;
