《Acta Geotechnica Slovenica》重点专注发布地学-工程：地质领域的新研究，旨在促进和传播该领域相关的新技术和新知识。鼓励该领域研究者详细地发表他们的高质量实验研究和理论结果。该杂志创刊至今，在地学-工程：地质领域，有较高影响力，对来稿文章质量要求较高，稿件投稿过审难度较大。欢迎广大同领域研究者投稿该杂志。
| CiteScore | SJR | SNIP | CiteScore排名 | |||
|---|---|---|---|---|---|---|
| 1.2 | 0.22 | 0.431 | 学科类别 | 分区 | 排名 | 百分位 |
|
大类：大类：EarthandPlanetarySciences
小类：小类：Geology
|
Q3 | 232/321 | 27% | |||
|
大类：大类：EarthandPlanetarySciences
小类：小类：Geophysics
|
Q3 | 120/165 | 27% | |||
|
大类：大类：EarthandPlanetarySciences
小类：小类：GeotechnicalEngineeringandEngineeringGeology
|
Q3 | 170/229 | 25% | |||
| 按JIF指标学科分区 | 收录子集 | 分区 | 排名 | 百分位 |
|---|---|---|---|---|
| 学科：ENGINEERING, GEOLOGICAL | SCIE | Q4 | 55 / 63 | 13.5% |
| 按JCI指标学科分区 | 收录子集 | 分区 | 排名 | 百分位 |
|---|---|---|---|---|
| 学科：ENGINEERING, GEOLOGICAL | SCIE | Q4 | 56 / 63 | 11.9% |
文章名称
引用次数
SHEAR MODULUS OF CLAY-SAND MIXTURES USING BENDER ELEMENT TEST
3
LOADING AND UNLOADING TEST OF HARD ROCK AND ITS ELASTOPLASTIC DAMAGE COUPLING MODEL
2
THE EFFECTS OF THE GEOMETRIC PARAMETERS OF A CIRCULAR SHALLOW FOUNDATION ON ITS UPLIFT BEARING CAPACITY IN LOESS SOIL
2
UNDRAINED BEARING CAPACITY OF A SKIRTED STRIP FOUNDATION USING UPPER-BOUND LIMIT ANALYSIS
2
EXPERIMENTAL ANALYSIS OF A HIGH-SPEED-RAILWAY EMBANKMENT INTERSECTING STEEP GROUND FISSURES AT DIFFERENT ANGLES
1
S_BRICK: A CONSTITUTIVE MODEL FOR SOILS AND SOFT ROCKS
1
CONSOLIDATION ANALYSIS OF CLAYEY SOILS USING ANALYTICAL TOOLS
1
EFFECTS OF GRADATION ON THE MOBILIZED FRICTION ANGLE FOR THE INSTABILITY AND STEADY STATES OF SAND-SILT MIXTURES: EXPERIMENTAL EVIDENCE
1
EFFECT OF PARTICLE ROUNDNESS AND MORPHOLOGY ON THE SHEAR FAILURE MECHANISM OF GRANULAR SOIL UNDER STRIP FOOTING
1
A GENERAL ANALYTICAL SOLUTION TO THE ONE-DIMENSIONAL CONSOLIDATION PROBLEM FOR UNSATURATED SOIL UNDER VARIOUS LOADING CONDITIONS
0
国家/地区
发文量
TCHINA MAINLAND
10
TTurkey
8
TSlovenia
7
TAlgeria
3
TIndia
3
TFrance
2
TGERMANY (FED REP GER)
2
TSpain
2
TBenin
1
TColombia
1
