CHALLENGES AND INNOVATIONS IN GEOTECHNICS
RECONNAISSANCE IN AND FINDINGS FROM THE 2016 KUMAMOTO EARTHQUAKE IN JAPAN KEYNOTE LECTURERS APPLICATION OF GEOSYNTHETICS IN CIVIL ENGINEERS PROJECTS PROBLEMS OF SYRIAN HISTORICAL MONUMENTS, DESTROYED BY MILITARY ACTION: DIAGNOSTICS, STRENGTHENING AND RECONSTRUCTION GEOTECHNICAL AND CONSTRUCTION CONSIDERATIONS OF PILE FOUNDATIONS IN PROBLEMATICAL SOILS ON INTERIM RESULTS OF SAND PRODUCTION RESEARCH IN WEAK SANDSTONE FORMATIONS IN KAZAKHSTAN LABORATORY AND FIELD TESTING (TS1) CENTRIFUGE APPLICATIONS IN MICROPILE FOUNDATIONS ANALYZING OF SOIL GROUND TO FROST HEAVING OF STRUCTURES ADVANTAGES OF THE PILES TESTING METHODS ACCORDING TO THE USA STANDARDS MEASURED TEMPERATURE AND MOISTURE DISTRIBUTION IN THE SUBGRADE OF THE “ALMATY-BISHKEK” HIGHWAY RESEARCH OF THE MECHANICAL PROPERTIES OF SOIL BASIS BY AN EQUIVALENT MATERIAL EVALUATION OF WIND POWER UNIT RELIABILITY ACCORDING TO THE RESULTS OF FIELD STUDIES ON THE EXAMPLE OF EREYMENTAU WIND POWER STATION INFLUENCE OF BLOW ENERGY OF THE HAMMER ON THE BEARING CAPACITY OF PILES DURING DYNAMIC TESTING FOUNDATION AND UNDERGROUND STRUCTURE (TS2) A CASE STUDY ON ZONED EXCAVATION OF A LARGE FOUNDATION PIT IN PROXIMITY TO EXISTING TUNNELS RELIABILITY EVALUATION OF THE BEARING CAPACITY OF A NODULAR CAST-IN-PLACE CONCRETE PILE COMPARATIVE ANALYSIS OF ALLOWABLE LOAD CARRYING CAPACITY OF LATERALLY LOADED PILES MID-TUNNEL UNDERGROUND DOCKING OF TUNNEL BORING MACHINES IN SINGAPORE RELIABILITY ANALYSIS OF PILE DRIVING FORMULA FOR CONCRETE DRIVEN PILES IN STIFF SOIL LAYER: CASE STUDY IN CHIANG MAI PROVINCE TWO-LANE VEHICLE UNDERPASS USING PIPE ROOF METHOD AT SENTOSA GATEWAY TUNNEL ANALYSIS OF PILE FOUNDATION BEHAVIOR ON MODERN AND ANCIENT CLAY BASES STRESS STRAIN BEHAVIOUR OF URBAN ROAD WITH UNDERGROUND COMMUNICATION STRUCTURE DEVELOPMENT OF A REINFORCED CONCRETE FOUNDATION SYSTEM FOR RENEWABLE ENERGY STORAGE USING COMPRESSED AIR TECHNOLOGY PROSPECTS OF USING AN INNOVATIVE CRUSHED STONE (LIGHTWEIGHT, SOLID, HEAT-INSULATING) AND AN AGGREGATE FOR CONCRETE STRUCTURES AS WELL AS IN THE BUILDING PROCESS OF THE UNDERGROUND PART THE ANALYSIS OF THE PILING TESTS ON CONSTRUCTION SITE “THE FUTURE OF THE FREE COUNTRY” THE PILE ANCHOR BASE WITH USE OF THE EXTENDING MIXES GROUND IMPROVEMENT (TS3) ROLE OF CONSIDERING NON-CONSTANT SOIL THERMAL PARAMETERS IN THE SIMULATION OF GEOTHERMAL HEAT STORAGE SYSTEMS IN THE VADOSE ZONE STRENGTHENING OF PILE FOUNDATION UNDER DYNAMIC LOADS BY HIGH-PRESSURE INJECTION NEW DESIGNS OF THE COMBINED TAPE BASES PROVIDING FULLER USE OF THE BEARING ABILITY OF THE BASIS PROPERTIES OF COLLAPSIBLE SOIL—A CASE STUDY IMPROVEMENT OF SOFT SOIL CHARACTERISTICS THROUGH APPLICATION OF DRY CONCRETE MIX PILLARS LABORATORY MODELING OF SOIL DAM REINFORCED BY GEOSYNTHETIC MATERIAL ESTIMATION OF LIQUEFACTION POTENTIAL: A CASE STUDY IN SAN FRANCISCO, CALIFORNIA EARTHQUAKE AND ENVIRONMENT (TS4) SEISMIC BEARING CAPACITY OF FOOTINGS IN C-? SOIL BY USING A NON-ASSOCIATED FLOW RULE APPLICATION OF LOCAL BENTONITE AS BUFFER AND BACKFILL MATERIAL IN LOW-LEVEL RADIOACTIVE WASTE DISPOSAL FACILITY GEOTECHNICAL APPROACHES ON THE SEISMIC RISK ASSESSMENT FOR ARCHITECTURAL HERITAGES AT HISTORICAL SITES USING FIELD AND CENTRIFUGE TESTS LIQUEFACTION SUSCEPTIBILITY ANALYSIS BASED ON SPT AND MICROTREMOR FOUNDATIONS ON ARTIFICIAL BASES STABILIZED BY VERTICAL ARMO-ELEMENTS (VAE) WITH A SEISMIC-PROTECTIVE DAMPING LAYER MONITORING AND PROTECTION OF THE FOUNDATIONS OF BUILDINGS OF DANGEROUS PRODUCTION PLANTS ON SEASONALLY HEAVING GROUND HAZARDOUS GEOLOGICAL PROCESSES IN THE NORTHERN SIKHOTE-ALIN NUMERICAL AND ANALYTICAL MODELING (TS5) THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS FOR STABILIZING PILES USED IN HOMOGENEOUS SLOPES NUMERICAL SIMULATION FOR THE ESTIMATION THE JACKING FORCE IN PIPE JACKING APPLICATION OF 3-D STATIC ANALYSIS PROGRAM FOR RESIDUAL DEFORMATION DUE TO LIQUEFACTION EVALUATION OF DAMAGE MORPHOLOGY IN THREE-HINGE PRECAST ARCH CULVERT BASED ON SHAKING TABLE TESTS AND NUMERICAL ANALYSES NUMERICAL STUDY ON ELECTRICAL RESISTIVITY TOMOGRAPHY FOR PREDICTION OF ANOMALY IN MECHANIZED TUNNELLING JOB-SITES ANALYSIS OF EFFICIENCY OF FIBER REINFORCED SAND AS A BACKFILL OF RETAINING WALLS MATHEMATICAL MODELING OF MASSIF STATE AROUND THE MOUNTAIN ROAD SLOPES AND HIGHLAND PIT FINITE ELEMENT ANALYSIS OF DEEP EXCAVATION: A CASE STUDY OF UNDERGROUND PARKING UNDERNEATH RUSSEL SQUARE, LONDON ANALYSIS OF EXCAVATION-INDUCED GROUND MOVEMENTS IN URBAN AREAS COMPARISON ANALYSIS OF FEATURES IN EUROCODE AND KAZAKHSTAN NORMS REQUIREMENTS STABILIZATION OF STRAIN MOUND ROAD TO PARTIALLY THAWING PERMAFROST BASE USING GEOCELLS ADVANCED SOIL MECHANICS (TS6) LONG-TERM DURABILITY OF SOIL-BENTONITE CUTOFF WALLS USED FOR CONTAINMENT OF GROUND CONTAMINATION STRENGTH AND DEFORMATION CHARACTERISTICS OF SAND-GEOSYNTHETIC INTERFACES THROUGH DIGITAL IMAGE ANALYSIS ANALYSIS OF STRESS-STRAIN STATE OF ANISOTROPIC SOIL BASEMENT THE USE OF EXPRESS METHOD FOR DETERMINING THE MODULUS OF DEFORMATION OF FILL SOIL EXPERIMENTAL RESEARCH OF DEFORMED STATE OF UNIFORM SOIL MASSIF DEPENDING ON THE STEP OF BARRETTS ESTIMATION OF RAILWAY BALLAST AND SUBBALLAST BEARING CAPACITY IN TERMS OF 300 KN AXLE LOAD TRAIN OPERATION HISTORICAL SITES (TS7) THE REHABILITATION OF HISTORIC BUILDINGS—CASE STUDY AL-THAKANA AL-HAMIDIEH IN SYRIA ENGINEERING-GEOLOGICAL CONDITIONS AND ANALYSIS OF DEFORMATION OF HISTORICAL MONUMENTS IN KAZAKHSTAN STRENGTHENING OF HYDRAULIC STRUCTURES ON UNDERMINED TERRITORIES