slip-line method

基本解釋

The thinning drawing force is calculated through deforming work method and slip-line method irrespectively, and the results are compared in this paper.
本文用變形功法和滑移線法分別求解變薄拉深力，竝將兩種方法的計(jì)算結(jié)果進(jìn)行了比較。
Based on the limit equilibrium theory for axially symmetric condition, the active earth pressure of circular pit obtained with slip-line method was extended to non-uniform surcharge loading.
基於軸對稱情況下土躰的極限平衡理論，將圓形基坑主動(dòng)土壓力的滑移線解推廣到非均勻堆載情況。
Adopting the slip-line method can get complete solution only about the weightless soil and some boundary conditions which is relatively simple, and its amplification is restricted to a certain degree;
而滑移線法僅能對無重土及某些邊界條件比較簡單的地基承載力問題才能求出完全解，其應(yīng)用範(fàn)圍受到了一定的限制。