Scholarly record
14th International Multidisciplinary Scientific GeoConference SGEM 2014, Science and Technologies in Geology, Exploration and Mining, Vol. 14, Book 1, Volume 2
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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
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
Keywords
Proceedings contents
Contents for this volume
Open the official table of contents for this proceedings volume. Full articles are not stored here.
Papers in this volume136
- A 3D MODEL OF THE AQUIFER OF MILAN (NORTHERN ITALY) DOI: 10.5593/sgem2014/b12/s2.001
- 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
- ABSTRACT SPACES AS ALTERNATIVE METHOD OF DATA PROCESSING ACQUIRED FROM UNDERGROUND ENGINEERING DOI: 10.5593/sgem2014/b12/s2.003
- ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING DOI: 10.5593/sgem2014/b12/s2.004
- ANALYSIS OF EARTH PRESSURE AT RETAINING WALLS REINFORCED WITH GEOSYNTHETICS DOI: 10.5593/sgem2014/b12/s2.005
- ANALYSIS OF GEOTECHNICAL STRUCTURES USING MESHLESS LOCAL PETROV-GALERKIN RADIAL POINT INTERPOLATION METHOD DOI: 10.5593/sgem2014/b12/s2.006
- ANALYSIS OF PILED EMBANKMENT ON SOFT SOIL DOI: 10.5593/sgem2014/b12/s2.008
- ANALYSIS OF THE FOUNDATION SOLUTIONS FOR AN ASSEMBLY OF TALL BUILDINGS DOI: 10.5593/sgem2014/b12/s2.009
- ANALYSIS OF TRANSFER COEFFICIENTS BASED ON SEISMIC MEASUREMENTS IN THREE TUNNELS DOI: 10.5593/sgem2014/b12/s2.010
- ANTI-EROSION PROTECTION - SOLUTIONS WITH GEOSYNTHETIC MATERIALS DOI: 10.5593/sgem2014/b12/s2.011
- ASPECTS REGARDING SOIL INVESTIGATION AND FOUNDATION DESIGN FOR SMALL HYDROPOWER PLANTS DOI: 10.5593/sgem2014/b12/s2.014
- ASSESEMENT OF GEOLOGICAL AND GEOTECHNICAL FACTORS THAT AFFECTS ROMANIAN BLACK SEA SHORE DOI: 10.5593/sgem2014/b12/s2.015
- ASSESSMENT OF STRESS STATE IN A HETEROGENEOUS CROSS-SECTION FROM STEEL AND SHOTCRETE AT PRIMARY TUNNEL LINING DOI: 10.5593/sgem2014/b12/s2.017
- ASSUMPTIONS AND REAL BEHAVIOUR OF THE STARINA DAM DOI: 10.5593/sgem2014/b12/s2.018
- CLIMATIC INFLUENCES ON THE FINAL TUNNEL LINING DOI: 10.5593/sgem2014/b12/s2.022
- COMPARISON OF RESULTS OF TWO METHODS OF FIBRE OPTICS DEFORMATION MONITORING IN GEOTECHNICS DOI: 10.5593/sgem2014/b12/s2.023
- CONCEPT OF FIBRE OPTICS GEOTECHNICAL DEFORMATION MONITORING AND IN-SITU DEPLOYMENT IN OPEN CAST MINE DOI: 10.5593/sgem2014/b12/s2.024
- CONTRIBUITION OF TRIAXIAL TEST FOR ROCK POROELASTIC PROPERTIES EVALUATION DOI: 10.5593/sgem2014/b12/s2.028
- CONTROL OF FANS DOMINATED BY LANSLIDE ON THE QUATERNARY SEQUENCE IN ALPINE VALLEYS (VALTELLINA, NORTHERN ITALY) DOI: 10.5593/sgem2014/b12/s2.029
- CONTROL OF SUFFOSION ALONG RIVERBANKS: THE CASE OF THE OLONA RIVER (ITALY) DOI: 10.5593/sgem2014/b12/s2.030
- CORRELATION BETWEEN INSAR SATELLITE REMOTE SENSING AND IN-SITU MEASUREMENTS DOI: 10.5593/sgem2014/b12/s2.031
- CORRELATION BETWEEN PHYSICAL AND MECHANICAL PROPERTIES OF BROWN COAL FUEL ASHES DOI: 10.5593/sgem2014/b12/s2.032
- DATA ANALYSIS FROM THE MONITORING OBSERVATIONS OF GROUNDWATER LEVELS IN THE SARMATIAN AQUIFER IN NORTHEASTERN BULGARIA DOI: 10.5593/sgem2014/b12/s2.033
- DEFORMATION ANALYSIS OF GABION WALLS ON TRANSPORT STRUCTURES DOI: 10.5593/sgem2014/b12/s2.034
- DEGREE OF HAZARD MANIFESTATION OF GEOLOGICAL PROCESSES DEPENDING ON THE GEOLOGICAL-HYDROGEOLOGICAL STRUCTURE DOI: 10.5593/sgem2014/b12/s2.035
- 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
- DESIGN OF THE FOUNDATION STRUCTURES AND INTERACTION WITH THE SUBSOIL DOI: 10.5593/sgem2014/b12/s2.037
- ENGINEERING GEOLOGICAL CHARACTERISTICS OF ARTIFICIAL SOILS IN KAZAN CITY (RUSSIA) DOI: 10.5593/sgem2014/b12/s2.042
- EUROCODE 7 - GEOTECHNICAL DESIGN, PROBLEMS AND ITS IMPLEMENTATION IN THE REPUBLIC OF MACEDONIA DOI: 10.5593/sgem2014/b12/s2.043
- EVALUATION OF THE IMPROVEMENT FOR A DIFFICULT FOUNDATION SOIL USING VIBRATED BALLAST COLUMNS DOI: 10.5593/sgem2014/b12/s2.044
- FEM MODEL OF VIBRATION PROPAGATION IN THE SOIL CAUSED BY PREFABRICATED DRIVEN PILES DOI: 10.5593/sgem2014/b12/s2.047
- FILTRATION MODEL OF OPALIZED VOLCANIC TUFFS DOI: 10.5593/sgem2014/b12/s2.048
- FINISHING SURFACE INFLUENCE ON STONE THERMAL BEHAVIOUR DOI: 10.5593/sgem2014/b12/s2.049
- FOUNDATION SOLUTION FOR INCREASING THE BEARING CAPACITY OF THE FOUNDATION GROUND USING GEOGRIDS DOI: 10.5593/sgem2014/b12/s2.050
- GEOCHEMICAL FACTORS OF SOCIALLY-ECONOMICAL RISKS IN NORTHERN EURASIA DOI: 10.5593/sgem2014/b12/s2.051
- GEOPHYSICS IN URBAN AREAS DOI: 10.5593/sgem2014/b12/s2.053
- GLOBAL ANALYSES OF BOTTOM SEDIMENTS OF THE TRANSFLUENT DRINKING WATER RESERVOIR GOCZALKOWICE, POLAND DOI: 10.5593/sgem2014/b12/s2.055
- GROUNDWATER LEVEL REGIME IN THE FORELAND OF THE MALE KARPATY MOUNTAINS, SLOVAKIA DOI: 10.5593/sgem2014/b12/s2.056
- HAZARD MITIGATION STRATEGY ON TERRITORIES WITH DEEP LANDSLIDES DOI: 10.5593/sgem2014/b12/s2.057
- HIGHWAY DAMAGES IN VIETNAM DUE TO GEOTECHNICAL CAUSES AND TECHNICAL SOLUTIONS TO AVOID THEM DOI: 10.5593/sgem2014/b12/s2.058
- HYDROGEOCHEMICAL CHARACTERISTICS OF VOLCANOCLASTIC SEDIMENT COMPLEX AND IMPACT OF NATURAL RADIONUCLIDES ON THE ENVIRONMENT OF VRANJSKA SPA DOI: 10.5593/sgem2014/b12/s2.060
- HYDROGEOLOGICAL AND HYDROCHEMICAL RESEARCH OF THE VOCHA ALLUVIAL AQUIFER, KORINTHIA PERFECTURE, GREECE DOI: 10.5593/sgem2014/b12/s2.061
- IDENTIFICATION OF ALKALI-SILICA REACTIONS IN SANTA MARIA ISLAND AIRPORT DOI: 10.5593/sgem2014/b12/s2.062
- IMPACT ASSESSMENT OF PROPOSED UNDERGROUND RAILWAY LINE IN BRATISLAVA ON GROUNDWATER REGIME DOI: 10.5593/sgem2014/b12/s2.063
- IN-SITU TESTING OF VIBRATION PROPAGATION WHILE DRIVING THE PREFABRICATED PILES DOI: 10.5593/sgem2014/b12/s2.064
- INCREASING THE STABILITY OF EMBANKMENT IN LANDSLIDE AREA DOI: 10.5593/sgem2014/b12/s2.065
- INDICATORS FOR KARST PROCESSES EVALUATION DOI: 10.5593/sgem2014/b12/s2.066
- INFLUENCE OF FROZEN AND UNFROZEN WATER IN ROCK PORES ON ROCK EXPANSION AND DETERIORATION DOI: 10.5593/sgem2014/b12/s2.067
- INFLUENCE OF SAND PHYSICAL PARAMETERS ON LIQUEFACTION PHENOMENON DOI: 10.5593/sgem2014/b12/s2.068
- INTERPRETATION OF CPT TESTS IN HOLOCENE DEPOSITS. CASE STUDY URLATI-ROMANIA DOI: 10.5593/sgem2014/b12/s2.070
- KARST SINKS OF THE PERM REGION (THE WESTERN URAL) DOI: 10.5593/sgem2014/b12/s2.071
- LANDSLIDE HAZARD CRITERIA FOR TRANSPORTATION SAFETY OF THE 2014 OLYMPICS IN SOCHI DOI: 10.5593/sgem2014/b12/s2.072
- LIQUEFACTION PROBABILITY IN BUCHAREST AND INFLUENCING FACTORS DOI: 10.5593/sgem2014/b12/s2.073
- MECHANICAL BEHAVIOR OF DESTRUCTURATED EXPANSIVE CLAY DOI: 10.5593/sgem2014/b12/s2.074
- MICRO-TO-MACRO SCALE GEOMECHANICAL CHARACTERISATION OF FAULT ROCKS DOI: 10.5593/sgem2014/b12/s2.076
- 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
- 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
- NATURAL RISK ASSESSMENT USING REMOTE SENSING DATA FOR CASE STYUDY OF THERMOKARST HAZARD DOI: 10.5593/sgem2014/b12/s2.081
- NATURAL STONES CHEMICAL COMPOSITION EFFECT ON THEIR HYGROSCOPIC ADSORPTION ABILITY DOI: 10.5593/sgem2014/b12/s2.082
- NEW TECHNOLOGIES IMPLEMENTED IN GEOTECHNICAL MONITORING ON TRANSPORT CONSTRUCTIONS DOI: 10.5593/sgem2014/b12/s2.083
- NUMERICAL ANALYSIS OF DRILLED DISPLACEMENT SYSTEM PILES DOI: 10.5593/sgem2014/b12/s2.085
- NUMERICAL ANALYSIS OF SUBSOIL WITH THREE DIFFERENT CONSTITUTIVE MODELS DOI: 10.5593/sgem2014/b12/s2.086
- OUR EXPERIENCE WITH MATLAB PROGRAMMING IN GEOTECHNICAL APPLICATIONS DOI: 10.5593/sgem2014/b12/s2.088
- PARAMETRIC RATIO OF RELIEF ELEMENTS AND KARST FORMS DOI: 10.5593/sgem2014/b12/s2.089
- PERFORMANCE OF GEOCELL FOUNDATION ON COMPRESSIBLE SOIL DOI: 10.5593/sgem2014/b12/s2.090
- PETROGRAPHIC IDENTIFICATION OF ALKALI-REACTIVE AGGREGATES, INCLUING SILICEOUS CARBONATES DOI: 10.5593/sgem2014/b12/s2.091
- PETROGRAPHY AND CATHODOLUMINESCENCE MICROSCOPY IN THE STUDY OF ALKALI REACTIVE GRANITIC ROCKS IN CONCRETE DOI: 10.5593/sgem2014/b12/s2.092
- PROGRESSES IN APPLICABILITY AND EFFICIENCY OF THE DEEP DRAINAGE SYSTEMS USING SIPHON DRAINS IN ROMANIA DOI: 10.5593/sgem2014/b12/s2.093
- PROPPED DIAPHRAGM WALLS. CHARACTERISTIC PARAMETERS OF INFLUENCE DOI: 10.5593/sgem2014/b12/s2.094
- RECOMMENDATIONS FOR GROUND VIBRATIONS SURVEY IN COURSE OF GEOTECHNICAL WORKS DOI: 10.5593/sgem2014/b12/s2.095
- REGULARITIES OF SLOPE PROCESSES FORMING ON THE KAZAN SKI COMPLEX AREA (RUSSIA) DOI: 10.5593/sgem2014/b12/s2.096
- REMARKS ON MAIN METHODS OF EXPANSIVE SOILS IMPROVEMENT DOI: 10.5593/sgem2014/b12/s2.098
- 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
- RETAINING WALL - NEIGHBOURING SHALLOW FOUNDATIONS. NUMERICAL MODELLING DOI: 10.5593/sgem2014/b12/s2.069
- SIMPLIFIED NUMERICAL MODEL OF THERMAL CONDUCTION AROUND THE GEOTHERMAL BOREHOLES AND ITS VERIFICATION BY PROGRAM FEFLOW DOI: 10.5593/sgem2014/b12/s2.101
- SLOPE STABILITY ANALYSIS FOR TAILINGS DAMS DOI: 10.5593/sgem2014/b12/s2.102
- SOIL MIX WITH QUICKLIME FOR MOISTURE CONTENT REDUCTION TO OPTIMUM OF COMPACTION. LABORATORY AND CASE STUDY DOI: 10.5593/sgem2014/b12/s2.103
- 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
- STABILITY ANALYSIS OF A NATIONAL ROAD USING SHEAR STRENGTH REDUCTION TECHNIQUE DOI: 10.5593/sgem2014/b12/s2.108
- STUDY ON SLOPE STABILITY FOR SMALL DAMS WITH NON PERMANENT LAKES DOI: 10.5593/sgem2014/b12/s2.110
- SUFFOSION HAZARD FOR BUILDING AND INFRASTRUCTURE IN THE HIGH LOMBARDY PLAIN (NORTHERN ITALY) DOI: 10.5593/sgem2014/b12/s2.111
- TECHNICAL SOLUTION TO ENSURE STABILITY IN EXISTING CONSTRUCTIONS IN CASE OF DEEP DIGGINGS IN CLOSE VICINITY DOI: 10.5593/sgem2014/b12/s2.112
- THE CORRELATION OF SURFACE AREA WITH HYDRAULIC CONDUCTIVITY OF FINE-GRAINED SOILS DOI: 10.5593/sgem2014/b12/s2.114
- 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
- THE INFLUENCE OF SOIL MECHANICAL PROPERTIES ON RETAINING WALL DESIGN ACCORDING TO EUROCODE 7 DESIGN APPROACHES DOI: 10.5593/sgem2014/b12/s2.119
- THE RESEARCH UNDERFLOODING PROCESSES OF ARCHITECTURE MONUMENTS ON THE TERRITORY OF TOMSK WITH USING GIS TECHNOLOGY DOI: 10.5593/sgem2014/b12/s2.120
- THE RHEOLOGICAL RESPONSE OF THE CONCRETE SLAB FOUNDED ON THE VISCOELASTIC SUBSOIL DOI: 10.5593/sgem2014/b12/s2.121
- 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
- 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
- THIRTY YEARS FROM BEGINNING OF OPERATION OF ONE OF THE MOST IMPORTANT CZECH REPUBLIC DUMP - ERVENICE CORRIDOR DOI: 10.5593/sgem2014/b12/s2.125
- USE OF GEOTHERMOMETERS FOR CHARACTERIZATION OF GEOTHERMAL CONDITIONS OF THE POPRAD BASIN, SLOVAKIA DOI: 10.5593/sgem2014/b12/s2.129
- USE OF THE EXPERT EVALUATION IN THE FORECAST OF SULFATE-CARBONATE KARST DEVELOPMENT DOI: 10.5593/sgem2014/b12/s2.130
- 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
- VULNERABILITY OF THE GROUNDWATER TO NUTRIENT POLLUTION OF A COUNTY IN THE SOUTH-EASTERN OF ROMANIA DOI: 10.5593/sgem2014/b12/s2.134
- WINKLER MODELLING OF A HYBRID RETAINING WALL DOI: 10.5593/sgem2014/b12/s2.136
- ANALYSIS OF MEASURED DATA AND SIGNAL PROCESSING FOR THE CONTROL OF MECHANIZED ROCK CUTTING PROCESSES DOI: 10.5593/sgem2014/b12/s2.007
- APPLICATION OF THE MESHLESS LOCAL PETROV-GALERKIN METHOD FOR SUBSOIL BEARING CAPACITY ANALYSIS DOI: 10.5593/sgem2014/b12/s2.012
- APPLICATIOPN OF LATIN HYPERCUBE SAMPLING METHOD IN TUNNEL ANALYSES DOI: 10.5593/sgem2014/b12/s2.013
- ASSESSMENT OF CLIFF STABILITY AFTER THE DEMOLITION OF THE ENGINEERING FACILITIES DOI: 10.5593/sgem2014/b12/s2.016
- BENTONITE GAP FILLING FOR HIGH-LEVEL WASTE DISPOSAL DOI: 10.5593/sgem2014/b12/s2.019
- CASE STUDY ANALYSIS OF THERMAL ACTIVITY OF A DUMP IN RELATION TO ITS VARIOUS APPLICATION OPTIONS AND FOUNDATION ENGINEERING WORK DOI: 10.5593/sgem2014/b12/s2.020
- CATIONIC SURFACTANT WELL KILL FLUID ENHANCEMENT RESOURCE DOI: 10.5593/sgem2014/b12/s2.021
- CONDITIONS OF RELIEF FORMATION OF BOTTOM AND BANKS IN UPPER PART OF BRATSK RESERVOIR, RUSSIA DOI: 10.5593/sgem2014/b12/s2.025
- CONSOLIDATION OF A STREET SECTION AFFECTED BY LANDSLIDES IN CLUJ-NAPOCA MUNICIPIUM DOI: 10.5593/sgem2014/b12/s2.026
- CONSOLIDATION WORKS ON A ROAD IN BOTOSANI COUNTY AFFECTED BY LANDSLIDES DOI: 10.5593/sgem2014/b12/s2.027
- DETERMINATION OF THE DEPENDENCES G = F(Y) AND D = F(Y) ON A TAILING IN A TRIAXIAL DYNAMICS SHEAR APPARATUS DOI: 10.5593/sgem2014/b12/s2.038
- DIFFERENCES IN DETERMINATION OF GEOTECHNICAL PARAMETERS IN SLOVAKIA AND POLAND DOI: 10.5593/sgem2014/b12/s2.039
- DYNAMIC BEHAVIOUR OF SOILS REINFORCED BY RIGID INCLUSIONS. SMALL SCALE EXPERIMENT AND NUMERICAL MODELLING DOI: 10.5593/sgem2014/b12/s2.040
- ENERGY THEORY OF ROCK CUTTING BY TBM DOI: 10.5593/sgem2014/b12/s2.041
- EXPERIMENTAL ESTIMATION OF THE MECHANICAL CONDITION OF REINFORCED CONCRETE LINING IN UNDERGROUND EXCAVATIONS DOI: 10.5593/sgem2014/b12/s2.045
- FEATURES OF HYDRODYNAMIC ENVIRONMENTS OF HYDROTHERMAL DEPOSITS IN THE CENTRAL TUVA, RUSSIA DOI: 10.5593/sgem2014/b12/s2.046
- GEOLOGICAL PROFILES AS EFFICIENT MEANS FOR EXPOUNDING RESULTS PROVIDED BY HYDROGEOLOGICAL MODEL OF LATVIA DOI: 10.5593/sgem2014/b12/s2.052
- GEOTECHNICAL DESIGN AND MONITORING OF A DEEP EXCAVATION. COMPARISON BETWEEN MEASUREMENTS AND CALCULATION DOI: 10.5593/sgem2014/b12/s2.054
- HYDRODYNAMIC CONDITIONS OF AQUIFERS SYSTEMS FROM SOUTHERN SLOPE OF BUCEGI MASSIV, ROMANIA DOI: 10.5593/sgem2014/b12/s2.059
- METHODS OF ENGINEERING GEOLOGICAL MODELS OF ROCK DOI: 10.5593/sgem2014/b12/s2.075
- MORPHOLOGICAL FEATURES OF THE KOPAONIK MOUNTAIN - PART OF KOSOVO DOI: 10.5593/sgem2014/b12/s2.079
- MORPHOMETRIC ANALYSIS OF RELIEF IN KARST AIMS DOI: 10.5593/sgem2014/b12/s2.080
- NON-DESTRUCTIVE DETERMINING CBR VALUES OF GROUND STRUCTURES OF ENGINEERING CONSTRUCTIONS DOI: 10.5593/sgem2014/b12/s2.084
- OPTIMIZATION OF RIVER BANK PROTECTION DESIGN BY DISCRETE ELEMENT METHOD DOI: 10.5593/sgem2014/b12/s2.087
- RELATION BETWEEN SEISMIC AND GEOMECHANICAL PARAMETERS OF THE MEDIUM DOI: 10.5593/sgem2014/b12/s2.097
- RESEARCH OF THE INSTABILITY PHENOMENON IN ROAD EARTHWORKS AND STRENGTHENING SOLUTION DOI: 10.5593/sgem2014/b12/s2.099
- SOME EXPERIENCE IN DESIGNING PROTECTION ZONES IN THE SLOVAK KARST DOI: 10.5593/sgem2014/b12/s2.105
- SOURCE OF DRINKING WATER "PRIBITU" BOSNIA AND HERZEGOVINA � REPUBLIC OF SRPSKA DOI: 10.5593/sgem2014/b12/s2.106
- SPECIAL METHODOLOGICAL APPROACHES FOR CLARIFYING OF ANOMALIES IN THE SEEPAGE REGIME OF HYDRAULIC STRUCTURES DOI: 10.5593/sgem2014/b12/s2.107
- STUDY BEHAVIOUR OF LATERAL PRESSURE IN COARSE-GRAINED SOIL TRUE TRIAXIAL COMPRESSION DOI: 10.5593/sgem2014/b12/s2.109
- THE COMPACTION OF COLLAPSING LOESS SOILS BY COMPLEX TRIPLE TECHNOLOGY: WATERING, DEEP EXPLOSIONS, SOIL COLUMNS DOI: 10.5593/sgem2014/b12/s2.113
- THE CRITERIA OF STRENGTH AND STRAIN OF SOILS IN A GROUNDMASS DOI: 10.5593/sgem2014/b12/s2.115
- THE DANUBE WATER INTEGRATED MANAGEMENT (WATER) PROJECT � THE LITHOLOGICAL AND HYDROGEOLOGICAL CHARACTERIZATION OF THE QUATERNARY DEPOSITS ON THE LEFT SIDE OF THE DANUBE, BETWEEN VEDEA AND ARGES RIVERS (ROMANIA) DOI: 10.5593/sgem2014/b12/s2.116
- THE INFLUENCE OF GEOTECHNICAL INVESTIGATIONS MAGNITUDE ON CHARACTERISTIC VALUES OF SOILS PARAMETERS DOI: 10.5593/sgem2014/b12/s2.117
- THE USE OF STOCHASTIC SIMULATION METHOD LATIN HYPERCUBE SAMPLING IN THE STUDY OF THE RESPONSE OF SOIL EXPOSED TO DYNAMIC LOAD DOI: 10.5593/sgem2014/b12/s2.124
- THREE DIMENSIONAL ORTHOTROPIC CONSOLIDATION MODEL FOR WELL POINT NETWORKS DOI: 10.5593/sgem2014/b12/s2.126
- TIME DEPENDENT FACTORS IN DRIVEN PILE CAPACITY CONTROL DOI: 10.5593/sgem2014/b12/s2.127
- UPDATE ON STATIONARY TEMPERATURE MODEL ON CARBONATES DOMINATED, STRATIFIED, LOW ENTHALPY HYDROGEOTHERMAL SYSTEM OF THE BESENOVA ELEVATION, N. SLOVAKIA DOI: 10.5593/sgem2014/b12/s2.128
- USING OF GROUNDWATER FLOW MODELING TO OPTIMIZE THE METHODS OF LIQUIDATION OF OPEN PIT MINE RECLAIMED BY POST-MINING WASTES DOI: 10.5593/sgem2014/b12/s2.132
- VIBRATION MONITORING AS A TOOL FOR A CALIBRATION OF GEOTECHNICAL TECHNLOGIES DOI: 10.5593/sgem2014/b12/s2.133
- WATER BODIES IN SUBSIDENCE BASINS IN THE SILESIAN UPLAND AS AN EXAMPLE OF ANTHROPOGENIC CHANGE IN THE NATURAL ENVIRONMENT DOI: 10.5593/sgem2014/b12/s2.135
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