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14th International Multidisciplinary Scientific GeoConference SGEM 2014, Science and Technologies in Geology, Exploration and Mining, Vol. 14, Book 1, Volume 2

International authors

First published: 2014https://doi.org/10.5593/sgem2014/b12View metrics

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Title
14th International Multidisciplinary Scientific GeoConference SGEM 2014, Science and Technologies in Geology, Exploration and Mining, Vol. 14, Book 1, Volume 2
Authors
International authors
Proceedings
International Multidisciplinary Scientific GeoConference SGEM 2014
Publisher
STEF92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Proceedings Volume
Proceedings contents
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Keywords
Science and Technologies in GeologyExploration and Mining

Proceedings contents

Contents for this volume

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Papers in this volume95
  1. A 3D MODEL OF THE AQUIFER OF MILAN (NORTHERN ITALY) DOI: 10.5593/sgem2014/b12/s2.001
  2. A COMPARATIVE STUDY OF THE FAILURE MODE OF CONVENTIONAL ROAD STRUCTURES AND OF ROAD STRUCTURES REINFORCED WITH POLYPROPYLENE RECTANGULAR MESH GEOGRIDS DOI: 10.5593/sgem2014/b12/s2.002
  3. ABSTRACT SPACES AS ALTERNATIVE METHOD OF DATA PROCESSING ACQUIRED FROM UNDERGROUND ENGINEERING DOI: 10.5593/sgem2014/b12/s2.003
  4. ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING DOI: 10.5593/sgem2014/b12/s2.004
  5. ANALYSIS OF EARTH PRESSURE AT RETAINING WALLS REINFORCED WITH GEOSYNTHETICS DOI: 10.5593/sgem2014/b12/s2.005
  6. ANALYSIS OF GEOTECHNICAL STRUCTURES USING MESHLESS LOCAL PETROV-GALERKIN RADIAL POINT INTERPOLATION METHOD DOI: 10.5593/sgem2014/b12/s2.006
  7. ANALYSIS OF PILED EMBANKMENT ON SOFT SOIL DOI: 10.5593/sgem2014/b12/s2.008
  8. ANALYSIS OF THE FOUNDATION SOLUTIONS FOR AN ASSEMBLY OF TALL BUILDINGS DOI: 10.5593/sgem2014/b12/s2.009
  9. ANALYSIS OF TRANSFER COEFFICIENTS BASED ON SEISMIC MEASUREMENTS IN THREE TUNNELS DOI: 10.5593/sgem2014/b12/s2.010
  10. ANTI-EROSION PROTECTION - SOLUTIONS WITH GEOSYNTHETIC MATERIALS DOI: 10.5593/sgem2014/b12/s2.011
  11. ASPECTS REGARDING SOIL INVESTIGATION AND FOUNDATION DESIGN FOR SMALL HYDROPOWER PLANTS DOI: 10.5593/sgem2014/b12/s2.014
  12. ASSESEMENT OF GEOLOGICAL AND GEOTECHNICAL FACTORS THAT AFFECTS ROMANIAN BLACK SEA SHORE DOI: 10.5593/sgem2014/b12/s2.015
  13. ASSESSMENT OF STRESS STATE IN A HETEROGENEOUS CROSS-SECTION FROM STEEL AND SHOTCRETE AT PRIMARY TUNNEL LINING DOI: 10.5593/sgem2014/b12/s2.017
  14. ASSUMPTIONS AND REAL BEHAVIOUR OF THE STARINA DAM DOI: 10.5593/sgem2014/b12/s2.018
  15. CLIMATIC INFLUENCES ON THE FINAL TUNNEL LINING DOI: 10.5593/sgem2014/b12/s2.022
  16. COMPARISON OF RESULTS OF TWO METHODS OF FIBRE OPTICS DEFORMATION MONITORING IN GEOTECHNICS DOI: 10.5593/sgem2014/b12/s2.023
  17. CONCEPT OF FIBRE OPTICS GEOTECHNICAL DEFORMATION MONITORING AND IN-SITU DEPLOYMENT IN OPEN CAST MINE DOI: 10.5593/sgem2014/b12/s2.024
  18. CONTRIBUITION OF TRIAXIAL TEST FOR ROCK POROELASTIC PROPERTIES EVALUATION DOI: 10.5593/sgem2014/b12/s2.028
  19. CONTROL OF FANS DOMINATED BY LANSLIDE ON THE QUATERNARY SEQUENCE IN ALPINE VALLEYS (VALTELLINA, NORTHERN ITALY) DOI: 10.5593/sgem2014/b12/s2.029
  20. CONTROL OF SUFFOSION ALONG RIVERBANKS: THE CASE OF THE OLONA RIVER (ITALY) DOI: 10.5593/sgem2014/b12/s2.030
  21. CORRELATION BETWEEN INSAR SATELLITE REMOTE SENSING AND IN-SITU MEASUREMENTS DOI: 10.5593/sgem2014/b12/s2.031
  22. CORRELATION BETWEEN PHYSICAL AND MECHANICAL PROPERTIES OF BROWN COAL FUEL ASHES DOI: 10.5593/sgem2014/b12/s2.032
  23. DATA ANALYSIS FROM THE MONITORING OBSERVATIONS OF GROUNDWATER LEVELS IN THE SARMATIAN AQUIFER IN NORTHEASTERN BULGARIA DOI: 10.5593/sgem2014/b12/s2.033
  24. DEFORMATION ANALYSIS OF GABION WALLS ON TRANSPORT STRUCTURES DOI: 10.5593/sgem2014/b12/s2.034
  25. DEGREE OF HAZARD MANIFESTATION OF GEOLOGICAL PROCESSES DEPENDING ON THE GEOLOGICAL-HYDROGEOLOGICAL STRUCTURE DOI: 10.5593/sgem2014/b12/s2.035
  26. DELTA OF THE KLODNICA RIVER IN THE DZIERZNO DUZE RESERVOIR A CASE OF NATURAL RESPONSE TO HUMAN IMPACT ON LAND RELIEF (SOUTHERN POLAND)) DOI: 10.5593/sgem2014/b12/s2.036
  27. DESIGN OF THE FOUNDATION STRUCTURES AND INTERACTION WITH THE SUBSOIL DOI: 10.5593/sgem2014/b12/s2.037
  28. ENGINEERING GEOLOGICAL CHARACTERISTICS OF ARTIFICIAL SOILS IN KAZAN CITY (RUSSIA) DOI: 10.5593/sgem2014/b12/s2.042
  29. EUROCODE 7 - GEOTECHNICAL DESIGN, PROBLEMS AND ITS IMPLEMENTATION IN THE REPUBLIC OF MACEDONIA DOI: 10.5593/sgem2014/b12/s2.043
  30. EVALUATION OF THE IMPROVEMENT FOR A DIFFICULT FOUNDATION SOIL USING VIBRATED BALLAST COLUMNS DOI: 10.5593/sgem2014/b12/s2.044
  31. FEM MODEL OF VIBRATION PROPAGATION IN THE SOIL CAUSED BY PREFABRICATED DRIVEN PILES DOI: 10.5593/sgem2014/b12/s2.047
  32. FILTRATION MODEL OF OPALIZED VOLCANIC TUFFS DOI: 10.5593/sgem2014/b12/s2.048
  33. FINISHING SURFACE INFLUENCE ON STONE THERMAL BEHAVIOUR DOI: 10.5593/sgem2014/b12/s2.049
  34. FOUNDATION SOLUTION FOR INCREASING THE BEARING CAPACITY OF THE FOUNDATION GROUND USING GEOGRIDS DOI: 10.5593/sgem2014/b12/s2.050
  35. GEOCHEMICAL FACTORS OF SOCIALLY-ECONOMICAL RISKS IN NORTHERN EURASIA DOI: 10.5593/sgem2014/b12/s2.051
  36. GEOPHYSICS IN URBAN AREAS DOI: 10.5593/sgem2014/b12/s2.053
  37. GLOBAL ANALYSES OF BOTTOM SEDIMENTS OF THE TRANSFLUENT DRINKING WATER RESERVOIR GOCZALKOWICE, POLAND DOI: 10.5593/sgem2014/b12/s2.055
  38. GROUNDWATER LEVEL REGIME IN THE FORELAND OF THE MALE KARPATY MOUNTAINS, SLOVAKIA DOI: 10.5593/sgem2014/b12/s2.056
  39. HAZARD MITIGATION STRATEGY ON TERRITORIES WITH DEEP LANDSLIDES DOI: 10.5593/sgem2014/b12/s2.057
  40. HIGHWAY DAMAGES IN VIETNAM DUE TO GEOTECHNICAL CAUSES AND TECHNICAL SOLUTIONS TO AVOID THEM DOI: 10.5593/sgem2014/b12/s2.058
  41. HYDROGEOCHEMICAL CHARACTERISTICS OF VOLCANOCLASTIC SEDIMENT COMPLEX AND IMPACT OF NATURAL RADIONUCLIDES ON THE ENVIRONMENT OF VRANJSKA SPA DOI: 10.5593/sgem2014/b12/s2.060
  42. HYDROGEOLOGICAL AND HYDROCHEMICAL RESEARCH OF THE VOCHA ALLUVIAL AQUIFER, KORINTHIA PERFECTURE, GREECE DOI: 10.5593/sgem2014/b12/s2.061
  43. IDENTIFICATION OF ALKALI-SILICA REACTIONS IN SANTA MARIA ISLAND AIRPORT DOI: 10.5593/sgem2014/b12/s2.062
  44. IMPACT ASSESSMENT OF PROPOSED UNDERGROUND RAILWAY LINE IN BRATISLAVA ON GROUNDWATER REGIME DOI: 10.5593/sgem2014/b12/s2.063
  45. IN-SITU TESTING OF VIBRATION PROPAGATION WHILE DRIVING THE PREFABRICATED PILES DOI: 10.5593/sgem2014/b12/s2.064
  46. INCREASING THE STABILITY OF EMBANKMENT IN LANDSLIDE AREA DOI: 10.5593/sgem2014/b12/s2.065
  47. INDICATORS FOR KARST PROCESSES EVALUATION DOI: 10.5593/sgem2014/b12/s2.066
  48. INFLUENCE OF FROZEN AND UNFROZEN WATER IN ROCK PORES ON ROCK EXPANSION AND DETERIORATION DOI: 10.5593/sgem2014/b12/s2.067
  49. INFLUENCE OF SAND PHYSICAL PARAMETERS ON LIQUEFACTION PHENOMENON DOI: 10.5593/sgem2014/b12/s2.068
  50. INTERPRETATION OF CPT TESTS IN HOLOCENE DEPOSITS. CASE STUDY URLATI-ROMANIA DOI: 10.5593/sgem2014/b12/s2.070
  51. KARST SINKS OF THE PERM REGION (THE WESTERN URAL) DOI: 10.5593/sgem2014/b12/s2.071
  52. LANDSLIDE HAZARD CRITERIA FOR TRANSPORTATION SAFETY OF THE 2014 OLYMPICS IN SOCHI DOI: 10.5593/sgem2014/b12/s2.072
  53. LIQUEFACTION PROBABILITY IN BUCHAREST AND INFLUENCING FACTORS DOI: 10.5593/sgem2014/b12/s2.073
  54. MECHANICAL BEHAVIOR OF DESTRUCTURATED EXPANSIVE CLAY DOI: 10.5593/sgem2014/b12/s2.074
  55. MICRO-TO-MACRO SCALE GEOMECHANICAL CHARACTERISATION OF FAULT ROCKS DOI: 10.5593/sgem2014/b12/s2.076
  56. MINE WATERS OF KOSVA FIELD OF KIZEL COAL BASIN DURING AND AFTER ITS OPERATION, FORCAST OF HYDROCHEMICAL REGIME OF MINE WATERS THAT ARE DISCHARGED ON THE SURFACE DOI: 10.5593/sgem2014/b12/s2.077
  57. MONITORING THE STABILITY OF THE ROCK MASS EXCAVATING OF UNDERGROUND PREMISES IN THE ORE BODY T1, JAMA BOR DOI: 10.5593/sgem2014/b12/s2.078
  58. NATURAL RISK ASSESSMENT USING REMOTE SENSING DATA FOR CASE STYUDY OF THERMOKARST HAZARD DOI: 10.5593/sgem2014/b12/s2.081
  59. NATURAL STONES CHEMICAL COMPOSITION EFFECT ON THEIR HYGROSCOPIC ADSORPTION ABILITY DOI: 10.5593/sgem2014/b12/s2.082
  60. NEW TECHNOLOGIES IMPLEMENTED IN GEOTECHNICAL MONITORING ON TRANSPORT CONSTRUCTIONS DOI: 10.5593/sgem2014/b12/s2.083
  61. NUMERICAL ANALYSIS OF DRILLED DISPLACEMENT SYSTEM PILES DOI: 10.5593/sgem2014/b12/s2.085
  62. NUMERICAL ANALYSIS OF SUBSOIL WITH THREE DIFFERENT CONSTITUTIVE MODELS DOI: 10.5593/sgem2014/b12/s2.086
  63. OUR EXPERIENCE WITH MATLAB PROGRAMMING IN GEOTECHNICAL APPLICATIONS DOI: 10.5593/sgem2014/b12/s2.088
  64. PARAMETRIC RATIO OF RELIEF ELEMENTS AND KARST FORMS DOI: 10.5593/sgem2014/b12/s2.089
  65. PERFORMANCE OF GEOCELL FOUNDATION ON COMPRESSIBLE SOIL DOI: 10.5593/sgem2014/b12/s2.090
  66. PETROGRAPHIC IDENTIFICATION OF ALKALI-REACTIVE AGGREGATES, INCLUING SILICEOUS CARBONATES DOI: 10.5593/sgem2014/b12/s2.091
  67. PETROGRAPHY AND CATHODOLUMINESCENCE MICROSCOPY IN THE STUDY OF ALKALI REACTIVE GRANITIC ROCKS IN CONCRETE DOI: 10.5593/sgem2014/b12/s2.092
  68. PROGRESSES IN APPLICABILITY AND EFFICIENCY OF THE DEEP DRAINAGE SYSTEMS USING SIPHON DRAINS IN ROMANIA DOI: 10.5593/sgem2014/b12/s2.093
  69. PROPPED DIAPHRAGM WALLS. CHARACTERISTIC PARAMETERS OF INFLUENCE DOI: 10.5593/sgem2014/b12/s2.094
  70. RECOMMENDATIONS FOR GROUND VIBRATIONS SURVEY IN COURSE OF GEOTECHNICAL WORKS DOI: 10.5593/sgem2014/b12/s2.095
  71. REGULARITIES OF SLOPE PROCESSES FORMING ON THE KAZAN SKI COMPLEX AREA (RUSSIA) DOI: 10.5593/sgem2014/b12/s2.096
  72. REMARKS ON MAIN METHODS OF EXPANSIVE SOILS IMPROVEMENT DOI: 10.5593/sgem2014/b12/s2.098
  73. RESULTS OF LABORATORY TESTING OF STRENGTH AND STRAIN PROPERTIES OF THE DUMP MATERIAL FROM THE COAL MINES IN NORTHERN BOHEMIA DOI: 10.5593/sgem2014/b12/s2.100
  74. RETAINING WALL - NEIGHBOURING SHALLOW FOUNDATIONS. NUMERICAL MODELLING DOI: 10.5593/sgem2014/b12/s2.069
  75. SIMPLIFIED NUMERICAL MODEL OF THERMAL CONDUCTION AROUND THE GEOTHERMAL BOREHOLES AND ITS VERIFICATION BY PROGRAM FEFLOW DOI: 10.5593/sgem2014/b12/s2.101
  76. SLOPE STABILITY ANALYSIS FOR TAILINGS DAMS DOI: 10.5593/sgem2014/b12/s2.102
  77. SOIL MIX WITH QUICKLIME FOR MOISTURE CONTENT REDUCTION TO OPTIMUM OF COMPACTION. LABORATORY AND CASE STUDY DOI: 10.5593/sgem2014/b12/s2.103
  78. SOLID WIRE ELEMENTS INTERACTION USED FOR NUMERICAL ANALYSIS OF A JACKET TYPE FOUNDATION OF AN OFFSHORE STEEL PLATFORM DOI: 10.5593/sgem2014/b12/s2.104
  79. STABILITY ANALYSIS OF A NATIONAL ROAD USING SHEAR STRENGTH REDUCTION TECHNIQUE DOI: 10.5593/sgem2014/b12/s2.108
  80. STUDY ON SLOPE STABILITY FOR SMALL DAMS WITH NON PERMANENT LAKES DOI: 10.5593/sgem2014/b12/s2.110
  81. SUFFOSION HAZARD FOR BUILDING AND INFRASTRUCTURE IN THE HIGH LOMBARDY PLAIN (NORTHERN ITALY) DOI: 10.5593/sgem2014/b12/s2.111
  82. TECHNICAL SOLUTION TO ENSURE STABILITY IN EXISTING CONSTRUCTIONS IN CASE OF DEEP DIGGINGS IN CLOSE VICINITY DOI: 10.5593/sgem2014/b12/s2.112
  83. THE CORRELATION OF SURFACE AREA WITH HYDRAULIC CONDUCTIVITY OF FINE-GRAINED SOILS DOI: 10.5593/sgem2014/b12/s2.114
  84. THE INFLUENCE OF LOADING SPEED IN THE CLASSICAL BRAZILIAN TESTS ON AN ESTIMATE VALUE OF FRACTURE TOUGHNESS INDICATOR (KIC) FOR EXAMPLE POLISH FLYSCH SANDSTONES DOI: 10.5593/sgem2014/b12/s2.118
  85. THE INFLUENCE OF SOIL MECHANICAL PROPERTIES ON RETAINING WALL DESIGN ACCORDING TO EUROCODE 7 DESIGN APPROACHES DOI: 10.5593/sgem2014/b12/s2.119
  86. THE RESEARCH UNDERFLOODING PROCESSES OF ARCHITECTURE MONUMENTS ON THE TERRITORY OF TOMSK WITH USING GIS TECHNOLOGY DOI: 10.5593/sgem2014/b12/s2.120
  87. THE RHEOLOGICAL RESPONSE OF THE CONCRETE SLAB FOUNDED ON THE VISCOELASTIC SUBSOIL DOI: 10.5593/sgem2014/b12/s2.121
  88. THE USE OF HISTORICAL CARTOGRAPHIC AND ICONOGRAPHIC SOURCES IN SEARCH OF ABANDONED OR FORGOTTEN STONE QUARRIES FOR CONSTRUCTION PURPOSES DOI: 10.5593/sgem2014/b12/s2.122
  89. THE USE OF MOHRS THEORY OF LIMIT STRESS STATE FOR EVALUATION OF SEISMIC SOIL PRESSURE ON RETAINING WALLS DOI: 10.5593/sgem2014/b12/s2.123
  90. THIRTY YEARS FROM BEGINNING OF OPERATION OF ONE OF THE MOST IMPORTANT CZECH REPUBLIC DUMP - ERVENICE CORRIDOR DOI: 10.5593/sgem2014/b12/s2.125
  91. USE OF GEOTHERMOMETERS FOR CHARACTERIZATION OF GEOTHERMAL CONDITIONS OF THE POPRAD BASIN, SLOVAKIA DOI: 10.5593/sgem2014/b12/s2.129
  92. USE OF THE EXPERT EVALUATION IN THE FORECAST OF SULFATE-CARBONATE KARST DEVELOPMENT DOI: 10.5593/sgem2014/b12/s2.130
  93. USING A LIGHT FALLING WEIGHT DEFLECTOMETER FOR THE IDENTIFICATION OF THE SLEEPER SUBSOIL LAYER QUALITY DEGREE IN RAILWAY STRUCTURES DOI: 10.5593/sgem2014/b12/s2.131
  94. VULNERABILITY OF THE GROUNDWATER TO NUTRIENT POLLUTION OF A COUNTY IN THE SOUTH-EASTERN OF ROMANIA DOI: 10.5593/sgem2014/b12/s2.134
  95. WINKLER MODELLING OF A HYBRID RETAINING WALL DOI: 10.5593/sgem2014/b12/s2.136
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