International Journal of Geotechnical Engineering
ISSN:1938-6362

International Journal of Geotechnical Engineering

INT J GEOTECH ENG
学科领域:工程技术
是否预警:不在预警名单内
是否OA:
录用周期:-
新锐分区:工程技术4区
年发文量:67
影响因子:1.3
JCR分区:Q3

基本信息

-
1938-6362ESCI/Scopus收录
1.3
0
2026年3月发布
点击查看历史分区趋势    >
大类学科小类学科Top期刊综述期刊
工程技术4区
ENGINEERING, GEOLOGICAL 工程:地质
4区
N/A
WOS期刊SCI分区  2024-2025最新升级版
按JIF指标学科分区收集子录JIF分区JIF排名百分位
学科:ENGINEERING, GEOLOGICAL
ESCI
Q3
47/65
按JCR指标学科分区收集子录JCR分区JCR排名百分位
学科:ENGINEERING, GEOLOGICAL
ESCI
Q3
43/65
暂无h-index数据
67
2%---ENGINEERING, GEOLOGICAL-
15.4%
时间预警情况
2026年03月发布的新锐学术版不在预警名单中
2025年03月发布的2025版不在预警名单中
2024年02月发布的2024版不在预警名单中
2023年01月发布的2023版不在预警名单中
2021年12月发布的2021版不在预警名单中
2020年12月发布的2020版不在预警名单中
100.00%3.66%-
CiteScore:5.60
SJR:0.516
SNIP:1.107
学科类别分区排名百分位
大类:Agricultural and Biological Sciences
小类:Soil Science
Q2
43 / 164
大类:Agricultural and Biological Sciences
小类:Geotechnical Engineering and Engineering Geology
Q2
65 / 239
大类:Agricultural and Biological Sciences
小类:Environmental Engineering
Q2
72 / 219

期刊高被引文献

Influence of microbial geo-technology in the stabilization of dredged soils
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1643099
Reconnaissance of liquefaction case studies in 2015 Gorkha (Nepal) earthquake and assessment of liquefaction susceptibility
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1350338
Performance evaluation of geocell-reinforced pavements
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1343988
Numerical modelling of rainfall effects on the stability of soil slopes
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1359912
Prediction of geotechnical properties of clayey soils stabilised with lime using artificial neural networks (ANNs)
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1329966
Numerical investigation of anchored soldier pile wall performance in the presence of surcharge
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1329258
Performance of 3-D geogrid-reinforced sand under direct shear mode
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1336297
The strength and microstructural behavior of lime stabilized subgrade soil in road construction
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1598623
Detection of leachate contamination in Perth landfill base soil using electrical resistivity technique
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1339763
Shear strength response of glass fibre-reinforced sand with varying compacted relative density
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1352157
Geotechnical behaviour of lateritic soil reinforced with brown waste and synthetic fibre
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1344002
An experimental and numerical investigation of reinforced slope using geotextile encased stone column
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1651029
Prediction of CBR value of fine grained soils at any rational compactive effort
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1374495
Surveying the mechanical response of non-persistent jointed slabs subjected to compressive axial loading utilising GEP approach
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1596610
Sand–scrap tyre chip mixtures for improving the dynamic behaviour of retaining walls
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1652969
Dynamic behaviour of micaceous sand with varying mica content and its association with compactability, compressibility and monotonic shear response
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1589159
Analysis of rock-socketed piles loaded in axial compression in Mumbai region based on load transfer characteristics
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1343262
Potential use of structural skirts towards improving the bearing capacity of shallow footings exposed to inclined loadings
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1617477
Ground granulated blast furnace slag to control alkali induced swell in kaolinitic soils
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1359901
Using TDA underneath shallow foundations: simplified design procedure
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1690415
Evaluation of pozzolanic Portland cement as geotechnical stabilizer of a dispersive clay
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1583515
Design criteria of blade shape filter material for graded cohesion less bases
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1377366
Influence of type of organic substances on the strength and consolidation behaviour of inorganic clay soil
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1591739
Cyclic behaviour of geocell-reinforced backfill behind integral bridge abutment
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1364882
An alternate arrangement of geofoam blocks and air pocket to mitigate confined blast induced vibration
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1698219
Experimental study of the effect of nano-additives on the stiffness of cemented fine sand
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1663067
Investigating the effects of nanochemical-based ionic stabilizer and co-polymer on soil properties for pavement construction
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1635817
An experimental study on uplift behaviour of granular anchor pile in stabilized expansive soil
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1597481
Lower bound limit analysis using nonlinear optimization for solving axisymmetric problems using Hoek-Brown yield criterion
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1677050
Evaluation of model sheet pile wall adjacent to a strip footing – an experimental investigation
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1581459
Non-linear soil modelling by correction of the hysteretic damping using a modified Iwan model together with Masing rules
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1376393
Comparing the performance of substructure and direct methods to estimate the effect of SSI on seismic response of mid-rise structures
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1597560
Optimisation of borehole-jack fracturing technique for in situ stress measurement
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1363347
Numerical issues in modelling DCM column-supported embankments featuring post-yield strain-softening: 2D simplified vs 3D models
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1586109
An investigation of the effects of cementation and temperature on the water retention curve of compacted silt
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1617953
On vertical bearing capacity of ring footings: finite element analysis, observations and recommendations
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1648737
Modelling of train-induced vibration in subway interactions
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1681816
Effect of gypsum and cement content on unconfined compressive strength of soft sediment
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1573474
Model experiments to assess effect of eccentric loading on the ultimate bearing capacity of a strip footing near a dry sand slope
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1665385
In situ horizontal stress from CPT in sand: a new approach
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1371932
Determination of bearing capacity factor Nc for circular piles in clays by using lower bound finite element analysis
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1641983
Wetting-drying effect on response of footing resting on partially saturated soils
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1656920
Three-dimensional numerical analysis of corner effect of an excavation supported by ground anchors
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1682349
Numerical analysis of pile foundation in liquefiable soils: parametric study
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1684655
Reduction of hydraulic conductivity of sand using combination of microbially produced and chemical source of ferrous cations
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1671073
Analysis of rigid pavements resting on extensible geosynthetic reinforced earth beds
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2017.1368186
Geo-electric assessment of the compacted sand-bentonite mixes
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1692470
Experimental study on the behaviour of sand compaction columns in sandy strata
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1710391
The influence of pipeline–trenchbed interaction intensity on lateral soil resistance and failure mechanisms
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1709948
Behaviour of screw micropiles subjected to axial tensile and compressive loading
来源期刊:International Journal of Geotechnical EngineeringDOI:10.1080/19386362.2019.1673952

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