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15th International Multidisciplinary Scientific GeoConference SGEM 2015, Science and Technologies in Geology, Exploration and Mining, Vol. 15, Book 1, Volume 2

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First published: 2015https://doi.org/10.5593/sgem2015/b12View metrics

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Title
15th International Multidisciplinary Scientific GeoConference SGEM 2015, Science and Technologies in Geology, Exploration and Mining, Vol. 15, Book 1, Volume 2
Authors
International authors
Proceedings
International Multidisciplinary Scientific GeoConference SGEM 2015
Publisher
STEF92 Technology
Year
2015
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

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Papers in this volume116
  1. 3D NUMERICAL ANALYSIS OF PRIMARY TUNNEL LINING DOI: 10.5593/sgem2015/b12/s2.001
  2. A COMBINED LOAD-CARRYING AND DRAINAGE STRUCTURE WITHIN A LANDSLIDE SECTION ON THE ROAD BETWEEN BALCHIK AND ALBENA DOI: 10.5593/sgem2015/b12/s2.002
  3. AIRBORNE AND MOBILE LASER SCANNING IN MEASUREMENTS OF SEA CLIFFS ON THE SOUTHERN BALTIC DOI: 10.5593/sgem2015/b12/s2.003
  4. AN INNOVATIVE APPROACH TO THE DESIGN OF GROUND ANCHORS DOI: 10.5593/sgem2015/b12/s2.004
  5. ANALYSIS GEOFACTORS INFLUENCING FOUNDATION ENGINEERING DOI: 10.5593/sgem2015/b12/s2.005
  6. ANALYSIS OF COFFERDAM AT VARIOUS BOUNDARY CONDITIONS DOI: 10.5593/sgem2015/b12/s2.006
  7. ANALYSIS OF LIMITS STATES OF HIGH RETAINING WALLS REINFORCED WITH GEOSYNTHETICS DOI: 10.5593/sgem2015/b12/s2.007
  8. ANALYSIS OF MATERIAL COMPOSITION DUMPS IN THE OSTRAVA-KARVINA COAL DISTRICT DOI: 10.5593/sgem2015/b12/s2.008
  9. ANALYSIS OF THE DEVELOPMENT OF THE COAL WASTE DUMP BODY IN THE OSTRAVA CITY DOI: 10.5593/sgem2015/b12/s2.009
  10. ANALYSIS OF THE ROMANIAN FLOOD PLAIN FROM THE LAND USE EVOLUTION AND GEOLOGICAL POINT OF VIEW DOI: 10.5593/sgem2015/b12/s2.010
  11. ANALYSIS OF VARIOUS TYPES OF ENGINEERING GEOLOGICAL MAPS DOI: 10.5593/sgem2015/b12/s2.011
  12. APPLICATION OF STATIC PENETRATION TEST FOR THE DETERMINATION OF GEOTECHNICAL PARAMETERS DOI: 10.5593/sgem2015/b12/s2.012
  13. ASSESSMENT OF ACCIDENT-PRONE DEFORMATION ZONES OF BUILDINGS CLOSE TO DEEP FOUNDATION PITS DOI: 10.5593/sgem2015/b12/s2.013
  14. BACKGROUND ASSESSMENT IN GROUNDWATER AND SOILS IN A NON HAZARDOUS WASTE LAND FILL IN SOUTH PART OF ROME AREA DOI: 10.5593/sgem2015/b12/s2.014
  15. BEARING CAPACITY OF CAST-IN-PLACE PILES ON THE BASIS OF IN SITU STATIC LOAD TESTS DOI: 10.5593/sgem2015/b12/s2.015
  16. BEHAVIOUR SUBSOIL OF SLAB FOUNDATION UNDER LOADING. DOI: 10.5593/sgem2015/b12/s2.016
  17. BLACK SCHIST PROPERTIES AT ROAD EN17, COIMBRA, PORTUGAL DOI: 10.5593/sgem2015/b12/s2.017
  18. BLACK SEA COAST SLOPE STABILITY - A CASE STUDY DOI: 10.5593/sgem2015/b12/s2.018
  19. BRILLOUIN OPTICAL TIME DOMAIN ANALYSIS IN GEOTECHNICAL MONITORING TOPOGRAPHY OF THE SENSING CABLE DOI: 10.5593/sgem2015/b12/s2.019
  20. CASE STUDIES CONCERNING THE IMPACT OF THE FOUNDATION GROUND UPON THE DISTRESS AND DETERIORATION OF ROADS IN THE BANAT PLAIN AREA DOI: 10.5593/sgem2015/b12/s2.020
  21. CAVING CONTROL WHILE DRILLING THROUGH HIGHLY DISPERSIBLE CLAYS AT URANIUM DEPOSITS OF KAZAKHSTAN DOI: 10.5593/sgem2015/b12/s2.021
  22. CHANGING THE GRAIN-SIZE DISTRIBUTION OF BLAST FURNACE SLAG DUE TO COMPACTION DOI: 10.5593/sgem2015/b12/s2.022
  23. CHARACTERIZATION OF A SCHIST USING LABORATORY TESTS DOI: 10.5593/sgem2015/b12/s2.023
  24. COMPARISON OF TUNNELLING METHODS NATM AND ADECO-RS DOI: 10.5593/sgem2015/b12/s2.024
  25. COMPARISON OF VARIOUS TYPES OF APPROACHES TO THE MINEABILITY OF ROCK DOI: 10.5593/sgem2015/b12/s2.025
  26. CONCEPTUAL HYDROGEOLOGICAL MODEL OF THE OGOSTA RIVER FLOODPLAIN (WESTERN BALKAN, BULGARIA) AND ITS APPLICATION FOR PREDICTING GROUNDWATER CONTAMINATION WITH ARSENIC DOI: 10.5593/sgem2015/b12/s2.026
  27. CONSIDERATION OF SPECIMENS SHEAR AREA CHANGES DURING DIRECT SHEAR TEST OF SOILS AND ITS EFFECTS ON A SIZE OF SPREAD FOUNDATION DOI: 10.5593/sgem2015/b12/s2.027
  28. CONSTRUCTION OF AN EXPERIMENTAL PRESSURE AND SEALING PLUG FOR A RADIOACTIVE WASTE REPOSITORY AS A PART OF THE DOPAS PROJECT DOI: 10.5593/sgem2015/b12/s2.028
  29. CONTROL OF THE EFFICIENCY OF GROUTING CURTAIN IN THE SUBSOIL OF VLCIA DOLINA DAM DOI: 10.5593/sgem2015/b12/s2.029
  30. CORRELATION BETWEEN FEM DIMENSIONING OF LARGE DIAMETER PILES AND IN-SITU TESTS DOI: 10.5593/sgem2015/b12/s2.030
  31. DESIGN CHARTS FOR EMBEDDED EARTH RETAINING WALLS ACCORDING TO EUROCODE 7 DOI: 10.5593/sgem2015/b12/s2.031
  32. DETERMINATION OF DUMP MATERIAL PROPERTIES FROM COAL MINE BILINA DOI: 10.5593/sgem2015/b12/s2.032
  33. DIAPIR MUDSTONE PROPERTIES, LEIRIA, PORTUGAL DOI: 10.5593/sgem2015/b12/s2.033
  34. DRIVEN PILES DESIGN METHODOLOGY AND RECOMMENDATIONS DOI: 10.5593/sgem2015/b12/s2.034
  35. DYNAMIC RESPONSE OF THE EXPERIMENTAL FOUNDATION SLAB - SEISMIC MEASUREMENT AND ANALYSIS DOI: 10.5593/sgem2015/b12/s2.035
  36. ECOGEOCHEMICAL CHARACTERISTICS OF UNDERGROUND WATER OF OB-TOM INTERFLUVE (RUSSIA) DOI: 10.5593/sgem2015/b12/s2.036
  37. EFFECT OF PERMEABILITY DETERMINATION ON RESULTS OF SEEPAGE AND STABILITY CALCULATIONS DOI: 10.5593/sgem2015/b12/s2.037
  38. EFFICIENT FOUNDATION SOLUTION FOR AN ANTIPHON AND ANTIVIBRATION ENCLOSURE MADE INSIDE OF BASEMENT OF A EXISTEING BILDING DOI: 10.5593/sgem2015/b12/s2.038
  39. ENGINEERING CHARACTERISTICS OF NATURAL CONCRETE AGGREGATES USED IN KAHRAMANMARAS, TURKEY DOI: 10.5593/sgem2015/b12/s2.039
  40. ENGINEERING GEOLOGICAL STUDIES ON ZHUR DAM DOI: 10.5593/sgem2015/b12/s2.040
  41. ESTIMATION OF SOIL MOBILITY USING THE FALL CONE TEST DOI: 10.5593/sgem2015/b12/s2.041
  42. EXPERIMENTAL MEASUREMENT OF LEAKAGE OF A CONSTRUCTION JOINT SEALED WITH THE BENTONITE MATTRESS DOI: 10.5593/sgem2015/b12/s2.042
  43. EXPERIMENTAL RESEARCH ON THE BEHAVIOR OF THE FOUNDATION CUSHIONS REINFORCED WITH GEOSYNTHETIC MATERIALS UNDERGOING STATIC VERTICAL LOADS DOI: 10.5593/sgem2015/b12/s2.043
  44. FIELD AND LABORATORY TESTING OF TIME DOMAIN REFLECTOMETRY CABLES FOR LANDSLIDE MONITORING DOI: 10.5593/sgem2015/b12/s2.044
  45. FLY ASHES DEPOSITED AS A DENSE FLUID PHYSICAL AND MECHANICAL CHARACTERISTICS DOI: 10.5593/sgem2015/b12/s2.045
  46. GEOMORPHOLOGICAL EVOLUTION OF RIVERBED OF THE ANZA RIVER (PIEDMONT, ITALY): A THEORETICAL FRAMEWORK DOI: 10.5593/sgem2015/b12/s2.046
  47. GEOTECHNICAL ANALYSIS OF LONG-TERM STABILITY OF SAINT PETERSBURG METRO TUNNELS IN UPPER VENDIAN CLAY DOI: 10.5593/sgem2015/b12/s2.047
  48. GEOTECHNICAL PROPERTIES OF SEDIMENTED AND DUMPED LIME SLUDGE IN IMPOUNDMENT DOI: 10.5593/sgem2015/b12/s2.048
  49. GEOTECHNICAL ZONING OF THE ZHELEZNY MINE (JOINT STOCK COMPANY KOVDOR GOK) FOR MANAGEMENT OF SLOPES STABILIZATION DOI: 10.5593/sgem2015/b12/s2.049
  50. HYDROGEOLOGICAL INVESTIGATIONS IN PREDICTING UCG PROCESS INFLUENCE ON GROUNDWATER ENVIRONMENT IN POLAND DOI: 10.5593/sgem2015/b12/s2.050
  51. IMPORTANCE OF VARIOUS TYPES OF STABILITY ASSESSMENT OF A HYDROTECHNICAL STRUCTURE DOI: 10.5593/sgem2015/b12/s2.051
  52. INQUIRY OF AGGREGATES PRODUCED IN PORTUGAL DOI: 10.5593/sgem2015/b12/s2.052
  53. INVESTIGATION OF FACTORS THAT CAUSED SLOPE FAILURE IN A SITE NEAR MINING EXPLOITATION DOI: 10.5593/sgem2015/b12/s2.053
  54. INVESTIGATION OF HYDRAULIC FAILURE BY EROSION IN SLOVAK CONDITIONS DOI: 10.5593/sgem2015/b12/s2.054
  55. ISOTOPIC INVESTIGATION OF WATER SOURCES SITUATED ALONG THE BORDER ROMANIA BULGARIA, IN THE DANUBE AREA IN THE FRAME OF DANUBE WATER PROJECT DOI: 10.5593/sgem2015/b12/s2.055
  56. MAIN CHARACTERISTICS OF THE IMPACT OF DEGRADATION OF NATURAL SYSTEMS ON THE VARIABILITY OF SLOPE RUNOFF AND RIVER FLOW (ON EXAMPLE OF THE SOUTHERN URALS AND THE URALS REGION) DOI: 10.5593/sgem2015/b12/s2.056
  57. MATHEMATICAL MODELING OF ALTERNATIVE METHODS AT EARTHWORKS QUALITY CONTROL DOI: 10.5593/sgem2015/b12/s2.057
  58. MATHEMATICAL MODELING OF FOUNDATION-SUBSOIL INTERACTION DOI: 10.5593/sgem2015/b12/s2.058
  59. MATHEMATICAL MORPHOLOGY OF LANDSCAPE APPLICATION FOR KARST LANDFORM DOI: 10.5593/sgem2015/b12/s2.059
  60. MICRO-CT FOR THE PURPOSES OF SANDSTONE INTERNAL STRUCTURE STUDY DOI: 10.5593/sgem2015/b12/s2.060
  61. MICROZONING OF AREA IN TERMS OF KARST HAZARD BASED ON INCOMPLETE DATA DOI: 10.5593/sgem2015/b12/s2.061
  62. MODEL ANALYSIS OF THE DYNAMIC EFFECTS OF RAILWAY TRAFFIC, DEPENDING ON THE SELECTED DETERMINING FACTORS DOI: 10.5593/sgem2015/b12/s2.062
  63. NEW ADVANCED MATERIAL MODEL FOR NUMERICAL MODELLING OF SHALLOW TUNNEL IN SOFT CLAYS DOI: 10.5593/sgem2015/b12/s2.063
  64. NUMERICAL MODELLING OF TEMPERATURE AND PORE PRESSURE DISTRIBUTION IN THE EMBANKMENT DURING FLOODING PROCESSES DOI: 10.5593/sgem2015/b12/s2.064
  65. ON THE FORMULATION AND IMPLEMENTATION OF A DOUBLE HARDENING CONSTITUTIVE MODEL FOR SOILS DOI: 10.5593/sgem2015/b12/s2.065
  66. OVERVIEW OF EXPANSIVE SOILS BEHAVIOR BASED ON QUANTITATIVE GEOTECHNICAL INDEX ACHIEVED FROM LABORATORY TESTING DOI: 10.5593/sgem2015/b12/s2.066
  67. PATTERNS OF DISTRIBUTION OF THERMOKARST LAKES DOI: 10.5593/sgem2015/b12/s2.067
  68. PETROGRAPHIC AND CHEMICAL CHARACTERIZATION OF CONCRETE DETERIORATION PRODUCTS DOI: 10.5593/sgem2015/b12/s2.068
  69. PHYSICAL AND MECHANICAL PROPERTIES OF ELECTRIC ARCH FURNACE SLAG DOI: 10.5593/sgem2015/b12/s2.069
  70. PORE WATER PRESURE INFLUENCE ON MASSIVE EARTH STRUCTURE DOI: 10.5593/sgem2015/b12/s2.070
  71. POSSIBILITY FOR EVALUATING HYDRAULIC PROPERTIES OF QUATERNARY DEPOSITS BODVA RIVER BASIN DOI: 10.5593/sgem2015/b12/s2.071
  72. POSSIBILITY OF PRODUCED AND WASTEWATER DISPOSAL IN THE PROCESS OF YURUBCHENO FIELD DEVELOPMENT BY METHODS OF NUMERICAL PHYSICO-CHEMICAL SIMULATION DOI: 10.5593/sgem2015/b12/s2.072
  73. PRACTICAL ASPECTS OF TUBULAR PILE AXIAL CAPACITY TESTING DOI: 10.5593/sgem2015/b12/s2.073
  74. PRACTICAL SOLUTION FOR CONSOLIDATION OF SOIL FOUNDATION STUDY CASE GRAIN SILOS, DOBROGEA REGION DOI: 10.5593/sgem2015/b12/s2.074
  75. PRECISION MONITORING OF UNDERGROUND WATER CONDITIONS DISTURBED BY TECHNOGENIC CAUSE DOI: 10.5593/sgem2015/b12/s2.075
  76. PRECURSORS OF MINING-INDUCED EARTHQUAKES: ANALYSIS OF CHANGES IN ROCK MASS SEISMICITY DOI: 10.5593/sgem2015/b12/s2.076
  77. PROBABILISTIC MODEL OF LANDSLIDE PROCESSES BASED ON MARKOV CHAINS DOI: 10.5593/sgem2015/b12/s2.077
  78. PROPOSALS CONCERNING THE IMPROVEMENT OF THE PRESENT CONCEPTION OF RAIN WATER DRAINAGE IN VILLAGES DOI: 10.5593/sgem2015/b12/s2.078
  79. RAINFALL TRIGGERED LANDSLIDES CASE STUDY: GRADACAC MUNICIPALITY, BOSNIA AND HERZEGOVINA DOI: 10.5593/sgem2015/b12/s2.079
  80. RESULTS OF INVESTIGATION INTO THE BEHAVIOUR OF A GROUTED STEEL BOLT ABUTMENT SET ON A LABORATORY PHYSICAL MODEL DOI: 10.5593/sgem2015/b12/s2.080
  81. SAMPLE PREPARATION FOR LABORATORY TESTING THE INFLUENCE OF VOID RATIO ON GRANULAR LAYERS OF ROAD PAVEMENTS DOI: 10.5593/sgem2015/b12/s2.081
  82. SEISMIC LOAD DUE TO THE JET PLANES OPERATION DOI: 10.5593/sgem2015/b12/s2.082
  83. SENSIBILITY OF GRAVELLY SOILS SHEAR STRENGTH PARAMETERS ON THE SIZE OF SPREAD FOUNDATION DOI: 10.5593/sgem2015/b12/s2.083
  84. SETTLEMENT PREDICTION FOR BUILDINGS FOUNDED ON PLIOCENE CLAYS FROM THE TERRITORY OF SOFIA CITY DOI: 10.5593/sgem2015/b12/s2.084
  85. SHEAR STRENGTH OF ROCKS BY VISUAL ASSESSMENT DOI: 10.5593/sgem2015/b12/s2.085
  86. SHORT-TERM FORECAST OF LANDSLIDE PROCESSES DEVELOPMENT USING THE METHOD OF ENGINEERING-GEOLOGICAL ANALOGY ON THE TERRITORY OF INNOPOLIS CITY (RUSSIA) DOI: 10.5593/sgem2015/b12/s2.086
  87. SLOPE DAM FAILURE OF THE ASH IMPOUNDMENT DOI: 10.5593/sgem2015/b12/s2.087
  88. SLOPE STABILIZATION METHOD IN THE AREA OF RESIDENTIAL HOUSING DOI: 10.5593/sgem2015/b12/s2.088
  89. SOIL PROPERTIES DERIVED FROM CPT TESTS VERSUS LABORATORY TESTS. DOI: 10.5593/sgem2015/b12/s2.089
  90. SOIL SWELLING PROBLEMS IN THE HIGHWAY CONSTRUCTION DOI: 10.5593/sgem2015/b12/s2.090
  91. SOIL TREATMENT WITH LIME LABORATORY EXPERIMENTS AND CASE STUDIES DOI: 10.5593/sgem2015/b12/s2.091
  92. SOLUTIONS AND MEASURES TO PREVENT THE DAMAGE FROM THE NATURAL PHENOMENA OCCURRED ON THE AREA OF SASCA MONTANA VILLAGE IN THE CARAS-SEVERIN COUNTY DOI: 10.5593/sgem2015/b12/s2.092
  93. SOLUTIONS FOR STRUCTURE FOUNDATION ON LOESS SOILS (GROUND SENSITIVE TO MOISTURE) DOI: 10.5593/sgem2015/b12/s2.093
  94. SOME ASPECTS OF EMPIRICAL VERIFICATION OF STOCHASTIC MODEL OF THE HUMAN CAUSED THERMOKARST USING REMOTE SENSING DATA DOI: 10.5593/sgem2015/b12/s2.094
  95. SOME METHODS OF HYDROGEOLOGICAL PROPERTIES EVALUATION AND THEIR USE IN MINE FLOODING FORECASTS DOI: 10.5593/sgem2015/b12/s2.095
  96. SOME REMARKS ON CMC COLUMN AXIAL CAPACITY TESTING. DOI: 10.5593/sgem2015/b12/s2.096
  97. SOME REMARKS ON REPEATED OR CYCLIC LATERAL LOAD TESTS OF DRIVEN PILES DOI: 10.5593/sgem2015/b12/s2.097
  98. SPEED CONTROL OF GROUNDWATER FLOW BY MEANS OF INJECTION-EXTRACTION WELL SYSTEMS IN A URBAN AQUIFER (MILAN, ITALY) DOI: 10.5593/sgem2015/b12/s2.098
  99. STABILITY OF PILE WALL IN CLAYSTONES DOI: 10.5593/sgem2015/b12/s2.099
  100. STRESS-STRAIN STATE ASSESMENT IN OVAL TUNNEL LINING DOI: 10.5593/sgem2015/b12/s2.100
  101. STRESS-STRAIN STATE IN THE ROCK MASS OF THE KHIBINY DEPOSITS AND TASKS OF GEODYNAMICAL ZONING DOI: 10.5593/sgem2015/b12/s2.101
  102. STUDIES CONCERNING THE ADVANTAGES OF USING PENETRATION SOUNDINGS IN THE ROMANIAN ROAD GEOTECHNICS RESEARCH DOI: 10.5593/sgem2015/b12/s2.102
  103. STUDIES DETERMINING THE AGGRESSIVENESS OF WATER IN GEOTECHNICAL PRACTICE DOI: 10.5593/sgem2015/b12/s2.103
  104. STUDIES ON THE POISSON COEFFICIENT OF PLIOCENE CLAYS ON THE TERRITORY OF SOFIA CITY DOI: 10.5593/sgem2015/b12/s2.104
  105. STUDY OF THE IMPACT OF SHORT FIBRES INCLUSION ON THE GEOTECHNICAL PROPERTIES OF FLY ASH DOI: 10.5593/sgem2015/b12/s2.105
  106. SWEDISH GRANITE - HOST ROCK ENVIRONMENT OF THE DEEP ENERGY WELL DOI: 10.5593/sgem2015/b12/s2.106
  107. THE CHEMICAL COMPOSITION OF WATER OF THE VASIUGAN BOG (WEST SIBERIA, RUSSIA) DOI: 10.5593/sgem2015/b12/s2.107
  108. THE EVOLUTION OF THE HYDROSTATIC LEVEL OF THE SHALLOW AQUIFER FROM CRISUL ALB PLAIN, BETWEEN VARSAND AND SEBIS, ROMANIA CLIMHYDEX PROJECT DOI: 10.5593/sgem2015/b12/s2.108
  109. THE POLLUTION OF SURFACE AND GROUNDWATER DUE ASH AND SLAG DEPOSIT CEPLEA VALLEY OF TURCENI POWER PLANT DOI: 10.5593/sgem2015/b12/s2.109
  110. UNDERGROUND SPACE OF SAINT-PETERSBURG AS A MULTICOMPONENT SYSTEM: ENGINEERING GEOLOGICAL AND GEOTECHNICAL ASPECTS OF ITS DEVELOPMENT DOI: 10.5593/sgem2015/b12/s2.110
  111. URBAN GROUNDWATER MODELING SCENARIOS TO SIMULATE A BUCHAREST CITY LAKE DISTURBANCE DOI: 10.5593/sgem2015/b12/s2.111
  112. USE OF GEOLOGICAL DATABASES FOR GEOTECHNICAL PRACTICE DOI: 10.5593/sgem2015/b12/s2.112
  113. UTILIZATION OF MATHEMATICAL MODELLING FOR CALCULATION OF GROUNDWATER RESERVES IN ODRA WATERSHED IN THE CZECH REPUBLIC DOI: 10.5593/sgem2015/b12/s2.113
  114. VIBRATIONS BY MOVING TRAINS: CASE STUDY DOI: 10.5593/sgem2015/b12/s2.114
  115. WEATHERING INFLUENCE ON PHYSICAL PROPERTIES OF THE GUARDA GRANITE, PORTUGAL DOI: 10.5593/sgem2015/b12/s2.115
  116. WORK EXPERIENCE IN ROMANIA AND EFFICIENCY OF THE DEEP DRAINAGE SYSTEMS USING THE ELECTRO-PNEUMATIC DRAINS DOI: 10.5593/sgem2015/b12/s2.116
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