1805-2576

Stavební obzor - Civil Engineering Journal

Czech Technical University in Prague - Central Library

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DOIs for this ISSN

Showing the top 5 of 516 DOIs, ordered by correction priority.

# Title Missing Priority Citations
1 Using of modern technologies for visualization of cultural h… (10.14311/cej.2023.04.0041)
References ORCID
50.00 9
2 INFLUENCE OF VIBRATION ON PERFORMANCE OF RECYCLED CONCRETE (10.14311/cej.2018.04.0047)
Abstract References ORCID License
47.71 2
3 COMPARISON OF TUNNELLING METHODS NATM AND ADECO-RS (10.14311/cej.2015.01.0003)
References ORCID
45.15 7
4 CALIBRATION OF VISSIM MODEL FOR MULTILANE HIGHWAYS USING SPE… (10.14311/cej.2017.03.0026)
References ORCID
45.15 7
5 DOUBLE SIZE FULLJET FIELD RAINFALL SIMULATOR FOR COMPLEX INT… (10.14311/cej.2018.02.0015)
References ORCID
45.15 7
6 MONITORING DYNAMIC GLOBAL DEFLECTION OF A BRIDGE BY MONOCULA… (10.14311/cej.2018.02.0014)
References ORCID
42.25 6
7 STUDY ON PERMEABILITY AND ELECTRICAL RESISTIVITY OF RED CLAY… (10.14311/cej.2021.01.0023)
References ORCID
42.25 6
8 EXPERIMENTAL STUDY ON THE RATE OF ABSORPTION OF WATER OF BAS… (10.14311/cej.2021.02.0036)
References ORCID
42.25 6
9 Effect of Various Groins in a Series on Channel Bed Morpholo… (10.14311/cej.2022.01.0016)
References ORCID
42.25 6
10 PAVEMENT DISTRESS DETECTION WITH PICUCHA METHODOLOGY FOR ARE… (10.14311/cej.2017.01.0004)
References ORCID
38.91 5
11 HOW MUCH DOES A MINUTE OF COMMUTING TIME COST? AN EXAMINATIO… (10.14311/cej.2017.04.0044)
References ORCID
38.91 5
12 APPLICATION OF MACHINE VISION TECHNOLOGY IN ROAD DETECTION (10.14311/cej.2018.04.0041)
References ORCID
38.91 5
13 STUDY ON OPTIMAL COMBINATION SETTLEMENT PREDICTION MODEL BAS… (10.14311/cej.2020.03.0031)
References ORCID
38.91 5
14 GROUTED SLEEVE CONNECTION FOR PRECAST CONCRETE MEMBERS (10.14311/cej.2020.04.0050)
References ORCID
38.91 5
15 Application of BIM technology combined with artificial intel… (10.14311/cej.2021.02.0040)
References ORCID
38.91 5
16 STABILITY DETERIORATION OF CLIFF FACES DUE TO HISTORICAL MIN… (10.14311/cej.2022.04.0039)
References ORCID
38.91 5
17 DAM BREACH ANALYSIS AND PARAMETER SENSITIVITY ANALYSIS ALONG… (10.14311/cej.2022.04.0043)
References ORCID
38.91 5
18 STABILIZATION OF EXPANSIVE SOIL USING POTASSIUM CHLORIDE (10.14311/cej.2018.01.0003)
References ORCID
34.95 4
19 NONLINEAR FINITE ELEMENT ANALYSIS OF INSULATED FRP STRENGTHE… (10.14311/cej.2018.02.0016)
References ORCID
34.95 4
20 STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST (10.14311/cej.2019.03.0032)
References ORCID
34.95 4
21 PHYSICAL AND MECHANICAL PROPERTIES OF RECYCLED PET COMPOSITE… (10.14311/cej.2019.04.0045)
References ORCID
34.95 4
22 METHOLOGY FOR CITY LEVEL URBAN ROAD NETWORK CONNECTIVITY ANA… (10.14311/cej.2020.01.0003)
References ORCID
34.95 4
23 PREDICTION OF TBM PENETRATION RATE OF WATER CONVEYANCE TUNNE… (10.14311/cej.2020.04.0040)
References ORCID
34.95 4
24 EFFECT OF BLASTING ON THE STABILITY OF LINING DURING EXCAVAT… (10.14311/cej.2021.01.0004)
References ORCID
34.95 4
25 Pressed non-fired bricks from phosphogypsum waste for non-lo… (10.14311/cej.2021.03.0055)
References ORCID
34.95 4
26 ANALYSIS ON INFLUENCING FACTOR OF COST CONTROL OF EPC PROJEC… (10.14311/cej.2022.01.0006)
References ORCID
34.95 4
27 AN INVESTIGATION OF DAMPING MODIFICATION FACTORS CORRESPONDI… (10.14311/cej.2023.01.0004)
References ORCID
34.95 4
28 Research on a safety evaluation system for railway-tunnel st… (10.14311/cej.2023.01.0010)
References ORCID
34.95 4
29 Deformation rule of bored pile & steel support for deep… (10.14311/cej.2023.03.0022)
References ORCID
34.95 4
30 ADAPTIVE REUSE FOR NEW SOCIAL AND MUNICIPAL FUNCTIONS AS AN… (10.14311/cej.2015.01.0001)
References ORCID
30.10 3
31 MONITORING OF HEAPS USING VARIOUS TECHNOLOGIES (10.14311/cej.2015.02.0011)
References ORCID
30.10 3
32 LAMINAR SETTLING OF GLASS BEADS IN VISCO-PLASTIC LIQUIDS (10.14311/cej.2016.01.0001)
References ORCID
30.10 3
33 OPTIMIZATION OF THE TEMPERATURE CONTROL SCHEME FOR ROLLER CO… (10.14311/cej.2016.03.0014)
References ORCID
30.10 3
34 FINITE ELEMENT MODELLING AND ANALYSIS OF CONCRETE CONFINED B… (10.14311/cej.2016.03.0017)
References ORCID
30.10 3
35 COMPLEX ANALYSIS AND DOCUMENTATION OF HISTORICAL BUILDINGS U… (10.14311/cej.2016.04.0027)
References ORCID
30.10 3
36 ANALYSIS OF FACTORS CAUSING WATER DAMAGE TO LOESS DOUBLE-ARC… (10.14311/cej.2017.01.0006)
References ORCID
30.10 3
37 GEOTECHNICAL CHARACTERISTICS OF LATERITIC SOIL STABILIZED WI… (10.14311/cej.2017.01.0007)
References ORCID
30.10 3
38 PHYSICAL AND MECHANICAL CHARACTERISTICS OF BUILDING MATERIAL… (10.14311/cej.2017.04.0029)
References ORCID
30.10 3
39 EXPERIMENTAL STUDY ON THE SOFTENING CHARACTERISTICS OF ARGIL… (10.14311/cej.2017.04.0043)
References ORCID
30.10 3
40 EXPERIMENTAL EVALUATION OF CALCIUM CHLORIDE POWDER EFFECT ON… (10.14311/cej.2019.01.0006)
References ORCID
30.10 3
41 APPLICATION OF BIM DURING LEAN CONSTRUCTION OF HIGH-RISE BUI… (10.14311/cej.2019.03.0027)
References ORCID
30.10 3
42 FLEXURAL PERFORMANCE OF COLD-FORMED THIN-WALLED STEEL-PAPER… (10.14311/cej.2020.01.0002)
References ORCID
30.10 3
43 STABILITY ANALYSIS OF A ROCKY SLOPE CONSIDERING EXCAVATION U… (10.14311/cej.2020.02.0015)
Abstract References ORCID License
30.10 1
44 EXPERIMENTAL STUDY ON THE SEISMIC DAMAGE OF AEOLIAN SAND CON… (10.14311/cej.2020.02.0018)
Abstract References ORCID License
30.10 1
45 ENVIRONMENTAL LEAKAGE POLLUTIONS EVALUATIONS IN URBAN WATER… (10.14311/cej.2020.02.0019)
Abstract References ORCID License
30.10 1
46 FIELD LOADING-TEST BASED SHM SYSTEM SAFETY STANDARD DETERMIN… (10.14311/cej.2020.02.0020)
Abstract References ORCID License
30.10 1
47 SUGARCANE STRAW ASH EFFECTS ON LIME STABILIZED LATERITIC SOI… (10.14311/cej.2020.03.0027)
References ORCID
30.10 3
48 EFFECTS OF LARGE SCALE UNLOADING ON EXISTING SHIELD TUNNELS… (10.14311/cej.2020.03.0046)
Abstract References ORCID License
30.10 1
49 REAL-TIME MONITORING DEFORMATION OF BUILDING USING PHOTOGRAP… (10.14311/cej.2021.01.0018)
References ORCID
30.10 3
50 STABILITY ANALYSIS OF THE GRAVITY ANCHORAGE OF A SUSPENSION… (10.14311/cej.2021.01.0021)
References ORCID
30.10 3