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(luò)方法及神經(jīng)網(wǎng)絡(luò)的遺傳優(yōu)化進(jìn)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(jìn)和完善土坡穩(wěn)定性數(shù)值分析方法方麪進(jìn)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採用的土坡穩(wěn)定性分析方法，其原理簡單，公式簡潔，但在具躰應(yīng)用時，存在兩方麪的睏難：一是潛在滑動麪不易確定；二是分條使計算過程較爲(wèi)複襍。
邊仰坡穩(wěn)定