Scholarly record
17th International Multidisciplinary Scientific GeoConference SGEM 2017, Science and Technologies in Geology, Exploration and Mining, Vol. 17, Book 1, Volume 2
Publication details
Title
17th International Multidisciplinary Scientific GeoConference SGEM 2017, Science and Technologies in Geology, Exploration and Mining, Vol. 17, Book 1, Volume 2
Authors
Proceedings
International Multidisciplinary Scientific GeoConference SGEM 2017
Publisher
STEF92 Technology
Year
2017
Pages
Not available yet
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Proceedings Volume
Keywords
Papers in this volume127
- 3D-ANALYSIS OF THE ROCK BURST TAKEN PLACE ON 27/01/2016 AT MINING SECTION 14 OF THE KIROVSK MINE (KHIBINY, RUSSIA) DOI: 10.5593/sgem2017/12/s02.002
- 3D LITHOLOGICAL MODEL OF ROIL16 GROUNDWATER BODY DOI: 10.5593/sgem2017/12/s02.001
- A NEW METHOD FOR RECONSTRUCTIONS OF ROCK RELIEFS DOI: 10.5593/sgem2017/12/s02.003
- A NUMERICAL TECHNIQUE FOR ASSESSING JOINT ROCK COEFFICIENTS DOI: 10.5593/sgem2017/12/s02.004
- A STUDY OF PEAT SAMPLE PARAMETERS INFLUENCE ON SETTLEMENT DURING COMPRESSION TESTING AND NUMERICAL SIMULATION DOI: 10.5593/sgem2017/12/s02.083
- ABOUT A HALF-WAVE LENGTH OF THE BOTTOM-HOLE CORE DRILL COMPOSED OF STRUCTURAL ELEMENTS OF DIFFERENT STIFFNESS DOI: 10.5593/sgem2017/12/s02.005
- ANTHROPOGENIC SOIL COMPACTION PROBLEMS BASED ON RECYCLED CONCRETE AGGREGATE EXAMPLE DOI: 10.5593/sgem2017/12/s02.006
- APPLICATION OF -XPRESS--ETHODS FOR GEOTECHNICAL MONITORING IN CONGESTED URBAN ENVIRONMENT DOI: 10.5593/sgem2017/12/s02.007
- APPLICATION OF RECYCLED CONCRETE AGGREGATE IN ROAD ENGINEERING DOI: 10.5593/sgem2017/12/s02.008
- APPLICATION OF THE MODELING APPROACH TO ASSESS THE RECEIVING WATER IMPACT DOI: 10.5593/sgem2017/12/s02.009
- AQUIFER PROPERTIES DISTANT CONTROL DOI: 10.5593/sgem2017/12/s02.010
- ASPECTS REGARDING THE VARIABILITY OF GEOTECHNICAL PARAMETERS RELATED TO SWELLING POTENTIAL OF CLAYEY SOILS USING STATISTICAL TOOLS DOI: 10.5593/sgem2017/12/s02.011
- ASSESSMENT AND CONTROL OF STRESS STATE OF WATERWORKS IN SERVICE DOI: 10.5593/sgem2017/12/s02.012
- ASSESSMENT OF HISTORICAL MINE EXCAVATIONS STABILITY USING NUMERICAL METHODS DOI: 10.5593/sgem2017/12/s02.013
- ASSESSMENT OF SCALE INHIBITOR IMPACT IN STEAM ASSISTED GRAVITY DRAINAGE DOI: 10.5593/sgem2017/12/s02.014
- ASSESSMENT OF VULNERABILITY TO SEAWATER INTRUSION FOR THE COASTAL AQUIFER OF DAR ES SALAAM (TANZANIA) DOI: 10.5593/sgem2017/12/s02.015
- CHANGES IN CONCENTRATION OF SULPHUR(II) COMPOUNDS - COMPARISON OF THE RESULTS FROM MODELING OF CURATIVE WATER MIXING AND RESULTS FROM CHEMICAL ANALYSIS DOI: 10.5593/sgem2017/12/s02.016
- COAL MINE METHANE PRODUCTION BY VERTICAL BOREHOLES DRILLED FROM SURFACE DOI: 10.5593/sgem2017/12/s02.017
- COMPARATIVE ANALYSIS OF SOLUTIONS FOR EXECUTION DEEP EXCAVATIONS DOI: 10.5593/sgem2017/12/s02.018
- CONSOLIDATION PROPERTIES OF COHESIVE SOILS IN THE RED RIVER DELTA IN SALT-AFFECTED CONDITIONS DOI: 10.5593/sgem2017/12/s02.019
- CONTAMINATION OF WATER-SATURATED SANDY-CLAY SOILS IN THE UNDERGROUND SPACE OF MEGALOPOLISES AND ITS CONNECTION TO BUILDINGS LONG-TERM STABILITY (THE CASE STUDY OF SAINT-PETERSBURG) DOI: 10.5593/sgem2017/12/s02.020
- CONTINUOUS MONITORING OF THE GROUNDWATER LEVEL IN THE BASE OF THE WASTEDUMP BODY (SLATINICE WASTEDUMP, NORTH BOHEMIA, THE CZECH REPUBLIC) DOI: 10.5593/sgem2017/12/s02.021
- CONTRIBUTION OF RAFT ON LATERAL RESISTANCE OF PILED RAFT ON SANDY SOIL DOI: 10.5593/sgem2017/12/s02.022
- CONTROL OF CRACKING IN REINFORCED CONCRETE MAT FOUNDATIONS IN INTERACTION WITH SUBSOIL DOI: 10.5593/sgem2017/12/s02.023
- CORRELATION AMONG UNDERLYING ROCK, FOOTING MASONRY AND TECHNICAL CONDITIONS OF HISTORICAL MONUMENTS DOI: 10.5593/sgem2017/12/s02.024
- CREEP EFFECTS MODELLING FOR GROUTED ANCHORS DOI: 10.5593/sgem2017/12/s02.108
- DAMAGE ANALYSIS OF THE INDUSTRIAL FLOOR IN THE STORAGE HALL DOI: 10.5593/sgem2017/12/s02.025
- DEFINING THE EXTENT OF THE HYDROGEOLOGICAL STRUCTURES FROM THE BUZAU RIVER ALLUVIAL FAN USING BOREHOLE DATA DOI: 10.5593/sgem2017/12/s02.026
- DESIGN AND EXECUTION OF WATERTIGHT CONCRETE BASEMENT STRUCTURES DOI: 10.5593/sgem2017/12/s02.027
- DETERMINATION OF THE DENSITY OF STONE COLUMNS USING IN - SITU TESTING DOI: 10.5593/sgem2017/12/s02.029
- DETERMINATION OF WATER INFLOW FROM DESIGNING BOREHOLES, DRAINAGES OF THE UNDERGROUND WATER RESERVOIR ON THE EXAMPLE OF SELECTED POLISH COAL MINE DOI: 10.5593/sgem2017/12/s02.030
- DETERMINATION THE PRECONSOLIDATION PRESSURE OF EEMIAN GYTTJA TAKEN FROM WARSAW CITY TEST SITE, POLAND DOI: 10.5593/sgem2017/12/s02.031
- DETERMINISTIC AND GEOSPATIAL APPROACH TO ESTIMATE THE COLLAPSE BEHAVIOR OF QUATERNARY LOESS DEPOSITS DOI: 10.5593/sgem2017/12/s02.032
- DYNAMIC EFFECTS ON THE EXISTING BUILDINGS DUE TO SIMULTANEOUS IMPACT PILE DRIVING BY TWO DIESEL HAMMERS DOI: 10.5593/sgem2017/12/s02.033
- DYNAMIC IMPACT OF THE RAIL TRAFFIC ON GEOTECHNICAL CONSTRUCTIONS DOI: 10.5593/sgem2017/12/s02.034
- DYNAMIC LOAD DUE TO THE TRAM IN URBAN AREA DOI: 10.5593/sgem2017/12/s02.035
- ENGINEERING GEOLOGICAL AND GEOTECHNICAL INVESTIGATIONS FOR DESIGN OF HIGWAY E-80 NIS - MERDARE DOI: 10.5593/sgem2017/12/s02.036
- ENGINEERING GEOLOGICAL MODELS IN SITE INVESTIGATION DOI: 10.5593/sgem2017/12/s02.037
- EVALUATION OF EXPLOITABLE RESOURCES OF WATER INTAKES LOCATED BETWEEN RIVERS, BASED ON NUMERICAL MODELING, ON THE EXAMPLE OF TARNOW REGION IN POLAND DOI: 10.5593/sgem2017/12/s02.038
- EVALUATION OF MINERAL WATERS OF EASTERN SLOVAKIA DOI: 10.5593/sgem2017/12/s02.039
- EVALUATION OF THE POSSIBILITY OF USING THE GROUNDWATER OF THE RABA RIVER BASIN AREA FOR HUMAN CONSUMPTION, USING AN INDICATOR DEDICATED FOR GROUNDWATER DOI: 10.5593/sgem2017/12/s02.040
- EVALUATION OF THE SUBSOIL USING OF RISK ANALYSIS (UMRA) DOI: 10.5593/sgem2017/12/s02.041
- EXOGENOUS GEODYNAMIC PROCESSES OF THE CENTRAL PART WEST SIBERIA DOI: 10.5593/sgem2017/12/s02.042
- EXPERIENCE IN APPLICATION OF -GEOCOMPOSITE- METHOD FOR FIXING SOFT SOIL AT THE BASE OF THE BUILDINGS AND CONSTRUCTIONS DOI: 10.5593/sgem2017/12/s02.043
- FORECAST RESOURCES OF UNDERGROUND WATERS OF THE AKMOLA REGION DOI: 10.5593/sgem2017/12/s02.044
- FOURIER METHOD FOR EVALUATION OF IRREGULARITY OF ROCK JOINTS DOI: 10.5593/sgem2017/12/s02.045
- GEOHAZARD RISK ASSESSMENT FOR THE HIGHWAY PROJECT IN MOSCOW DOI: 10.5593/sgem2017/12/s02.046
- GEOSYNTHETIC MATERIALS INVOLVED IN DESIGNING AND MAINTENANCE OF RAILWAYS INFRASTRUCTURES DOI: 10.5593/sgem2017/12/s02.047
- GEOTECHNICAL GROUNDWATER PROTECTION SYSTEM DOI: 10.5593/sgem2017/12/s02.048
- GEOTECHNICAL PROPERTIES OF MINE WASTE SEDIMENT IN IMPOUNDMENT DOI: 10.5593/sgem2017/12/s02.049
- GEOTECHNICAL RISK ASSESSMENT VIA EXPERT POLLING METHOD ON THE STAGE OF CONSTRUCTION WORKS DOI: 10.5593/sgem2017/12/s02.050
- GIS AS A SUPPORTING TOOL FOR SELECTING OPTIMAL LOCALIZATION OF GROUNDWATER INTAKES DOI: 10.5593/sgem2017/12/s02.051
- GROUND ANCHORS USING IN HYDRAULIC ENGINEERING DOI: 10.5593/sgem2017/12/s02.052
- GROUNDWATER VULNERABILITY TO POLLUTION IN AREAS OF SUBLEVEL POST-MINING WASTE DEPOSITION DOI: 10.5593/sgem2017/12/s02.053
- HYDROLOGICAL AND HYDROGEOLOGICAL PROBLEMS OF THE AREA AFFECTED BY ANTHROPOGENIC AKTIVITY (CSA OPENPIT MINE, NORTH BOHEMIA, THE CZECH REPUBLIC) DOI: 10.5593/sgem2017/12/s02.054
- IMPACT OF THE RIVER LEVEL REGIME ON THE GROUNDWATER DYNAMICS AND PHYSICOCHEMICAL CHARACTERISTICS OF THE ALLUVIAL AQUIFER IN THE OGOSTA VALLEY DOI: 10.5593/sgem2017/12/s02.055
- IMPROVING THE BEARING CAPACITY OF THE DIFFICULT FOUNDATION GROUND USING RECYCLED AGGREGATES FROM CRUSHED CONCRETE DOI: 10.5593/sgem2017/12/s02.056
- IMPROVING THE BEARING CAPACITY OF THE DIFICULT FOUNDATION GROUNDS USING THE METHOD OF RAPID IMPACT COMPACTION DOI: 10.5593/sgem2017/12/s02.057
- INFLUENCE OF GEOTECHNICAL WORKS ON NEIGHBORING STRUCTURES DOI: 10.5593/sgem2017/12/s02.126
- INFORMATION AND ANALYTICAL SUPPORT FOR THE PROCESSING OF HETEROGENEOUS DATA OF GEOTECHNICAL MONITORING DOI: 10.5593/sgem2017/12/s02.058
- INSTABILITY PHENOMENON AND MITIGATION MEASURES IN THE AREA MALU CU FLORI-PUCHENI, ROMANIA DOI: 10.5593/sgem2017/12/s02.059
- INTERRELATION BETWEEN SOIL PROPERTIES DERIVED FROM GEOPHYSICAL TESTS AND GEOTECHNICAL LABORATORY TESTS DOI: 10.5593/sgem2017/12/s02.060
- INVESTIGATING CONSTRUCTION PROBLEMS OF A DRYSTONE RETAINING WALL DOI: 10.5593/sgem2017/12/s02.061
- INVESTIGATION OF SANDY SOIL DYNAMIC STRENGTH BY THE METHOD OF SELF-EXCITED VIBRATION DOI: 10.5593/sgem2017/12/s02.062
- LABORATORY TESTS OF THE SELECTED MECHANICAL PROPERTIES OF THE SOIL STABILIZED WITH A ROAD BINDER DOI: 10.5593/sgem2017/12/s02.063
- LIQUEFACTION SUSCEPTIBILITY OF QUATERNARY DEPOSITS IN BULGARIA DOI: 10.5593/sgem2017/12/s02.064
- LOAD TESTS ON COMPRESSIBLE SOILS DOI: 10.5593/sgem2017/12/s02.065
- LYSIMETER RESEARCH OF STEELWORK SLAGS FROM THE KATOWICE STEELWORK (SOUTHERN POLAND) DOI: 10.5593/sgem2017/12/s02.066
- MANAGEMENT OF THE POST-MINING AREAS IN DEVELOPMENT POLICY OF ZIELONA GORA (POLAND) DOI: 10.5593/sgem2017/12/s02.067
- METHODOLOGICAL ASPECTS OF USAGE THE ERT METHOD AND SUBSEQUENT INTERPRETATION OF THE RESULTS OBTAINED IN THE SEARCH OF VARIOUS ANTHROPOGENIC OBJECTS AT SHALLOW DEPTHS DOI: 10.5593/sgem2017/12/s02.068
- METHODS FOR INCREASING THE STIFFNESS OF A GRID FOUNDATION DOI: 10.5593/sgem2017/12/s02.069
- METHODS OF MAKING OF PERMANENT MATHEMATICAL MODELS OF HYDROGEOLOGICAL CONDITIONS OF GROUNDWATER DEPOSITS (BY EXAMPLE OF KYZYLZHARMINSKI GROUNDWATER DEPOSIT, KAZAKHSTAN) DOI: 10.5593/sgem2017/12/s02.070
- MORPHOLOGY-BASED ASSESSMENT OF GEOLOGICAL RISKS IN THE MOUNTAIN AREAS - CASE OF WESTERN CAUCASUS, SOCHI OLYMPIC FACILITIES DOI: 10.5593/sgem2017/12/s02.071
- NATURAL FACTORS OF POTENTIAL ACCIDENTS ON OIL PIPELINES WITHIN NORTHERN PLAINS DOI: 10.5593/sgem2017/12/s02.072
- NATURAL RISK ASSESSMENT FOR TRANSPORT ROUTES USING REMOTE SENSING DATA DOI: 10.5593/sgem2017/12/s02.073
- NUMERICAL ANALYSIS OF STONE COLUMNS CREATED USING DIFFERENT TYPES OF COARSE - GRAINED MATERIAL DOI: 10.5593/sgem2017/12/s02.074
- NUMERICAL ANALYSIS OF THE STORAGE BOXES INTERACTION WITH SUBSOIL AT DIFFERENT LOADING STATES DOI: 10.5593/sgem2017/12/s02.075
- NUMERICAL APPROACH TO THE ASSESSMENT OF EXCAVATION INDUCED ZONES AROUND THE UNDERGROUND WORKING DOI: 10.5593/sgem2017/12/s02.077
- NUMERICAL MODELING OF BRACKISH WATER INJECTION TO LOW-MINERALIZED GEOTHERMAL AQUIFER DOI: 10.5593/sgem2017/12/s02.078
- NUMERICAL MODELING OF PILE INSTALLATION INFLUENCE ON SURROUNDING SOIL DOI: 10.5593/sgem2017/12/s02.079
- NUMERICAL MODELLING FOR CIRCLE TUNNEL UNDER STATIC AND DYNAMIC LOADS (CASE STUDY: COMPARISON IN DIFFERENT OF ELASTIC MODULUS AND TUNNEL DIAMETERS) DOI: 10.5593/sgem2017/12/s02.080
- OPTIMISATION OF A CONCRETE PIPE CULVERT BASED ON RELIABILITY DOI: 10.5593/sgem2017/12/s02.081
- OVERSIZED AND HEAVY - DUTY TRANSPORTS DOI: 10.5593/sgem2017/12/s02.082
- PARAMETRICAL AND NUMERICAL STUDIES OF REINFORCED CONCRETE PIPES USED FOR MICRO TUNNELS EXECUTED WITH PIPE JACKING METHOD DOI: 10.5593/sgem2017/12/s02.076
- PROPOSAL OF GROUND WATER LEVEL REGIME USING NUMERICAL MODELLING DOI: 10.5593/sgem2017/12/s02.028
- PROSPECTS OF USE OF UNDERGROUND WATERS -ORANGESICLE FIELD OF WATER SUPPLY FOR THE GROWING NEEDS OF KYZYLORDA DOI: 10.5593/sgem2017/12/s02.084
- PUMPING TEST FOR GROUNDWATER AQUIFERS IN URBAN AREA BUCHAREST CASE STUDY DOI: 10.5593/sgem2017/12/s02.085
- RAINWATER TODAY, FROM SOURCE OF DISASTERS TO RECOVERED VALUE DOI: 10.5593/sgem2017/12/s02.086
- REGULARITIES OF FORMATION OF FRESH UNDERGROUND WATERS OF THE AKMOLA REGION DOI: 10.5593/sgem2017/12/s02.087
- RESEARCH REGARDING EXPANDING MECHANIZATION IN THE FIELD OF CONSOLIDATION OF THE EMBANKMENT AND SLOPES DOI: 10.5593/sgem2017/12/s02.088
- SEDIMENTOLOGICAL AND HYDROGEOLOGICAL CHARACTERIZATION OF THE FIRST AQUIFER FROM EROILOR AREA, BUCHAREST, ROMANIA DOI: 10.5593/sgem2017/12/s02.090
- SELF-AFFINE ROCK JOINT PROFILES DOI: 10.5593/sgem2017/12/s02.091
- SETTLEMENT OF BUILDING ON PILE FOUNDATION DUE TO THAWING OF FROZEN GROUND DOI: 10.5593/sgem2017/12/s02.092
- SIMULATION STUDY OF HYDRAULIC FRACTURING IN CARBONATE OIL RESERVOIR BY USING KGD MODEL DOI: 10.5593/sgem2017/12/s02.093
- SODA GROUNDWATER OF THE SOUTHERN PART OF KUZBASS (RUSSIA) DOI: 10.5593/sgem2017/12/s02.094
- SOIL-STRUCTURE INTERACTION OF REINFORCED CONCRETE FRAME BUILDING - VERIFICATION OF MEASURED CONCACT STRESS WITH THE NUMERICAL ANALYSIS RESULTS DOI: 10.5593/sgem2017/12/s02.097
- SOIL COLUMNS WITH REINFORCEMENT DOI: 10.5593/sgem2017/12/s02.095
- SOIL IMPROVEMENT WITH POLYETYLENE WASTE MATERIALS IN ORDER TO IMPROVE MECHANICAL PARAMETERS DOI: 10.5593/sgem2017/12/s02.096
- SOME PECULIARITIES OF INTERACTION OF SOCKETED SHAFTS WITH ROCK MASS SUBJECTED TO LATERAL LOADING DOI: 10.5593/sgem2017/12/s02.098
- SOME REMARKS ON EXPERIENCE BASED GEOTECHNICAL EDUCATION DOI: 10.5593/sgem2017/12/s02.127
- SOURCES OF INFORMATION FOR PREPARING GROUNDWATER FLOW MODEL, ON THE EXAMPLE OF POLAND DOI: 10.5593/sgem2017/12/s02.099
- STABILITY ASSESSMENT OF ROAD SLOPES, SW ANGOLA DOI: 10.5593/sgem2017/12/s02.100
- STATE OF THE ART AND PROBLEMS OF INTERACTION BETWEEN GROUNDWATER AND MARINE WATERS IN THE NILE DELTA - DISTRICT RASHID, EGYPT DOI: 10.5593/sgem2017/12/s02.101
- STRUCTURAL FEATURES OF ALUMINUM SILICATE SOILS STABILIZED BY THE ORGANIC ADDITIVE DOI: 10.5593/sgem2017/12/s02.102
- STUDY OF THE INSTABILITY PHENOMENA ON A NATIONAL ROAD ROUTING AND THE CONSOLIDATION SOLUTIONS DOI: 10.5593/sgem2017/12/s02.104
- STUDY OF THE MECHANICAL PROPERTIES OF A HEXAGONAL GEOGRID USING THE DIGITAL IMAGE CORRELATION METHOD DOI: 10.5593/sgem2017/12/s02.103
- STUDY OF THE RESULTS OF STATIC CPTU TEST FOR CAPACITY CALCULATION OF THE PILE DOI: 10.5593/sgem2017/12/s02.105
- STUDY OF THE SETTLEMENT FOR SHALLOW FOUNDATIONS ON UNSATURATED PLASTIC CLAY FILLS AND LOESSIAL SOILS DOI: 10.5593/sgem2017/12/s02.106
- STUDY REGARDING THE RIVERBED MORPHOLOGICAL CHANGES OF THE DANUBE RIVER - EPURASU BRANCH DOI: 10.5593/sgem2017/12/s02.107
- THE CONVERGENCE OF STRUCTURAL MODELS USED IN THE GEOTECHNICAL SOFTWARE DOI: 10.5593/sgem2017/12/s02.109
- THE CORRELATION BETWEEN THE MODULUS OF DEFORMATION, E AND THE SOIL INTERNAL FRICTION ANGLE, ? DOI: 10.5593/sgem2017/12/s02.110
- THE DETERMINATION OF CRACK RESISTANCE OF THE CIRCULAR SHAPED FIBER REINFORCED CONCRETE TUNNEL LINING BY MEANS OF LINEAR FRACTURE MECHANICS DOI: 10.5593/sgem2017/12/s02.111
- THE EFFECT OF THE SHEET PILES WALL AGAINST SEEPAGE IN THE UTENA EARTH DAM DOI: 10.5593/sgem2017/12/s02.112
- THE EFFECTIVENESS OF ANTI-SEEPAGE MEASURES IN THE HYDRAULIC STRUCTURE SUBSOIL DOI: 10.5593/sgem2017/12/s02.113
- THE GEOCHEMISTRY OF CALCIUM CHLORIDE BRINES IN THE OLENIOK CRYOARTESIAN BASIN (SIBERIAN PLATFORM) DOI: 10.5593/sgem2017/12/s02.114
- THE GROUNDWATER, FORAGES AND IRRIGATION REMOTE PASTURE MASSIFS KYZYLORDA REGION DOI: 10.5593/sgem2017/12/s02.115
- THE IMPACT ON WATER PRODUCED BY MINING ACTIVITIES FROM TISMANA PERIMETER DOI: 10.5593/sgem2017/12/s02.116
- THE INFLUENCE OF SELECTED FACTORS ON THE CONCENTRATION OF HEAVY METALS IN DRINKING WATER DOI: 10.5593/sgem2017/12/s02.117
- THE MEASUREMENT AND CONTROL OF BUILDING VIBRATIONS IN COURSE OF SHEET PILE WALL AND FRANKI PILE DRIVING DOI: 10.5593/sgem2017/12/s02.118
- THE SEISMICS LOADING AND HIS IMPACT ON THE GEOTECHNICAL STRUCTURE DOI: 10.5593/sgem2017/12/s02.119
- THE THREAT OF LANDSLIDES AND ITS IMPACT ON THE ENVIRONMENT AND INFRASTRUCTURE CONDITION DOI: 10.5593/sgem2017/12/s02.120
- UNDERGROUND COAL MINE SUBSIDENCE IMPACTS ON ENVIRONMENT. CASE STUDY BISTRIK SWAMP, BOSNIA AND HERZEGOVINA DOI: 10.5593/sgem2017/12/s02.121
- USAGE OF NUMERICAL MODELING FOR PROPOSAL OF SLOPE STABILIZATION IN GREYWACKE QUARRY IN EASTERN BOHEMIA DOI: 10.5593/sgem2017/12/s02.122
- USING PLAXIS SOFTWARE FOR THE FORECASTING OF KARST-SUFFUSION FAILURES IN CARBONATE ELUVIUM DOI: 10.5593/sgem2017/12/s02.123
- UTILIZATION OF THE FREEWAT PLATFORM - FREE OPEN-SOURCE TOOL FOR GROUNDWATER RESOURCE MANAGEMENT, WITHIN PILOT AREA BANAT PLAIN DOI: 10.5593/sgem2017/12/s02.124
- VERIFYING THE SUBGRADE SOIL CHARACTERISTICS OF FLOOD BANK DOI: 10.5593/sgem2017/12/s02.125
- VINYL SHEET PILE APPLICATION IN SAKARYA RIVER, TURKEY A CASE STUDY DOI: 10.5593/sgem2017/12/s02.089
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