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，并將兩種方法的計(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.
基于軸對(duì)稱情況下土體的極限平衡理論，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(duì)無重土及某些邊界條件比較簡(jiǎn)單的地基承載力問題才能求出完全解，其應(yīng)用范圍受到了一定的限制。