GEOMATE International Society 2
51. SOIL-WATER CHARACTERISTIC AND UNSATURATED PERMEABILITY OF ENGINEERED SOIL WITH MULTI-MODAL POROSITY
52. STAGE ANALYSIS OF FOUNDATION SETTLEMENT IN RETAINED EXCAVATIONS USING PLAXIS 2D
53. STATIC CALCULATION OF MOORING SYSTEMS FOR OFFSHORE FLOATING STRUCTURES
54. STRENGTH AND DURABILITY EFFECT OF SELF-COMPACTING CONCRETE REINFORCEMENT WITH MICRO-SILICA AND VOLUME FIBER
55. Strength tests of concrete cubes with addition of anthropogenic waste
56. STRUCTURAL THERMAL INSULATING FOAM CONCRETE PROPERTIES FOR FOUNDATION INSULATION
57. STUDY OF THE HYDROPHYSICAL PROPERTIES OF HEAVY CONCRETE MODIFIED WITH COMPLEX ORGANO-MINERAL ADDITIVES
58. STUDY OF THE PROPERTIES OF OVERBURDENED ROCKS FROM COAL MINING: OVERBURDEN – AS A RAW MATERIAL IN THE PRODUCTION OF CERAMIC BRICKS
59. STUDY OF THE TECHNOGENIC IMPACT OF MOTOR TRANSPORT ON THE ENVIRONMENT IN CITIES
60. SUBSTANTIATION OF TECHNOLOGIES FOR THE RESTORATION OF DEGRADED SOILS BY REGULATING GROUNDWATER
61. THE COMPOSITION OF STRUCTURAL STEEL USED IN THE REPUBLIC OF KAZAKHSTAN AND THE RELATIONSHIP WITH HARDNESS CHARACTERISTICS
62. THE INFLUENCE OF A COMPLEX ADDITIVE ON THE STRENGTH CHARACTERISTICS OF CONCRETE FOR ROAD CONSTRUCTION
63. THE INFLUENCE OF A MODIFIED ADDITIVE BASED ON A PARAFFIN COMPONENT ON THE WORKABILITY AND SETTING TIME OF AN INJECTION GROUT FOR THE DEEP SOIL CEMENTATION METHOD
64. THE POLYMER EFFECTS ON BITUMEN PERFORMANCE PROPERTIES IN KAZAKHSTAN
65. THE TRANSPORT LOAD INFLUENCE ON A REINFORCED TWO-LAYERED TUNNEL LINING
66. THE USE OF ANN AND MACHINE LEARNING ALGORITHMS TO PREDICT ROAD SURFACE DETERIORATION
67. THEORETICAL AND EXPERIMENTAL METHODS FOR DETERMINING THE ALLOWABLE SPEED LIMITS ON HIGH-SPEED HIGHWAYS
68. THEORETICAL ASPECTS OF THE TERRITORIAL-FUNCTIONAL ORGANIZATION OF AGRO-ECOTOURISM IN KAZAKHSTAN
69. THEORETICAL MODEL FOR ANCHORING A PARTICLE OF PREHEATED SAND INTO AN ICE FORMATION
70. USE OF GIS TECHNOLOGIES FOR ZONING URBAN AREAS TAKING INTO ACCOUNT ENGINEERING-GEOLOGICAL CONDITIONS
71. USING THE MARCHETTI DILATOMETER TO DETERMINE SOIL STIFFNESS PARAMETERS
72. VERIFICATION OF THE RESULTS OF THE SWAN MODEL FOR THE WATER AREA NEAR PORT AKTAU
73. VERTICAL DISPLACEMENT OF BORED PILES GROUP FOR PROJECT OF LRT USING NUMERICAL ANALYSIS
74. VIBRATION MEASUREMENTS AT A NEW MONUMENT IN NURSULTAN CITY
75. VIBRATION TEST OF A HIGH-RISE MONOLITHIC BUILDING
76. WASTE ACCUMULATION AND GEOECOLOGICAL ASSESSMENT OF THE TERRITORIES AROUND THE LANDFILLS IN KOKSHETAU
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