2015
DOI: 10.1016/j.enggeo.2015.05.001
|View full text |Cite
|
Sign up to set email alerts
|

Stability analysis of slopes with ground water during earthquakes

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

3
12
0

Year Published

2015
2015
2024
2024

Publication Types

Select...
7
3

Relationship

0
10

Authors

Journals

citations
Cited by 33 publications
(16 citation statements)
references
References 16 publications
3
12
0
Order By: Relevance
“…There is a common instruction that the noncircular methods are normally better than the other methods as they take the internal forces more cautiously. In spite of a couple of deviations in these methods of analysis, many research workers have accepted that computed results are more or less equal [15,16].…”
Section: Review Of Methods Of Analysismentioning
confidence: 99%
“…There is a common instruction that the noncircular methods are normally better than the other methods as they take the internal forces more cautiously. In spite of a couple of deviations in these methods of analysis, many research workers have accepted that computed results are more or less equal [15,16].…”
Section: Review Of Methods Of Analysismentioning
confidence: 99%
“…For a complete evaluation of the stability of slopes, it is necessary to take into account the presence of cracks or other discontinuities of the medium in the array [10], as well as the groundwater level and moisture saturation of the rock massif, which significantly affects the stabi lity factor [11].…”
Section: Research Of Existing Solutions Of the Problemmentioning
confidence: 99%
“…[ 7 ] and Lu et al . [ 8 ]. The position of the free surface has a great effect on the slope stability; the stability safety coefficient of a soil slope gradually decreases with the continuous increase in the free surface area, until slope sliding occurs [ 9 ].…”
Section: Introductionmentioning
confidence: 99%