slope stability

基本解釋

Slice method and finite element method are principal methods of soil slope stability analysis.
條分法和有限元法是土質(zhì)邊坡穩(wěn)定分析的主要方法。
In the blasting engineering of highway excavation, the slope stability and flat-ness must be sure.
在開挖公路路塹的爆破工程中，必須確保路塹邊坡的穩(wěn)定與平整。
As to this method, some researches about the slope stability evaluation by neural networks method and its optimizing means were done by this thesis.
針對該課題，本文對邊坡穩(wěn)定性評價的神經(jīng)網(wǎng)絡方法及神經(jīng)網(wǎng)絡的遺傳優(yōu)化進行了探討和研究。

邊坡穩(wěn)定性
In geotechnical engineering, the slope stability is a very important issue.
在巖土工程中,邊坡穩(wěn)定性是一個十分重要的問題。
土坡穩(wěn)定
The presented study is an attempt on the development and improvement of numerical methods for slope stability analyses.
本文的研究工作在改進和完善土坡穩(wěn)定性數(shù)值分析方法方面進行了有益嘗試。
斜坡穩(wěn)定
斜坡穩(wěn)定性

土坡穩(wěn)定
Circle slices method, with its simple principle and brief formula, is still popularlyapplied in assessment of earth slope stability. However, it includes two aspects ofweakness in practical application.
圓弧條分法目前依然是工程中常采用的土坡穩(wěn)定性分析方法，其原理簡單，公式簡潔，但在具體應用時，存在兩方面的困難：一是潛在滑動面不易確定；二是分條使計算過程較為復雜。
邊仰坡穩(wěn)定