Proceedings GEOAMERICAS 2020
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| A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | Y | X | Z |
3 | Top |
3-DIMENSIONAL CELLS [235-1]
25m3 GEOTEXTILE BAG [75-2]
3D-PRINTING [106-1]
A | Top |
ABUTMNENT [39-2]
ACCELERATED LOADING TEST [39-1]
ACTION LEAKAGE RATES [152-1]
AÇAI FIBERS [88-1]
ADVANCED GEOMEMBRANES [230-1]
AGGREGATE [361-1]
ALTERNATE MATERIALS [88-1]
ANALYSIS [85-2]
ANCHORAGE LENGTH [76-4]
ANCHORAGE TRENCH [203-1]
ARALLEL GRADATION METHOD [290-1]
ARCHING EFFECT [38-1], [320-1]
ARRHENIUS MODEL [152-3]
ASPHALT PAVEMENTS [31-1]
ASSESMENT [294-1]
ASTM D7007 [249-1]
AUTOCLAVE [56-1]
B | Top |
BACK-TO-BACK [284-1]
BARRIER GEOMEMBRANES [230-1]
BASAL REINFORCEMENT [76-4], [262-2]
BASE STABILIZATION [163-3]
BAUXITE LIQUOR [207-1]
BEARING CAPACITY [235-1], [285-2], [317-1]
BEARING REINFORCEMENT [57-1]
BENTONITE [171-1], [180-1]
BENTONITE MIXTURES WITH PET [171-1]
BENTONITE-POLYMER COMPOSITE [207-1], [248-1]
BEST PRACTICES [24-1]
BETONFLEX [33-1]
BGM [143-2]
BIAXIAL GEOGRID [118-1]
BIO-CLOGGING [231-2]
BIODEGRADABLE GEOSYNTHETICS [269-1]
BIOENGINEERING [357-2]
BITUMEN COATING [235-1]
BITUMINOUS GEOMEMBRANE [143-1], [143-2], [143-3]
BLINDING [501-1]
BLOCKS [212-1]
BURIED PIPE [81-1]
C | Top |
C - PHI [59-1]
CANAL [143-1]
CANALIZAÇAO [358-1]
CARBON FOOTPRINT [131-1]
CASE STUDY [95-1]
CAVITY FILLING [20-1]
CBM [33-1]
CELLULAR CONFINEMENT SYSTEM [17-2]
CHANNEL REVETMENT [336-2]
CHANNELS [22-2]
CHARACTERIZATION [180-1]
CHECK DAM [316-1]
CLAY [174-2]
CLAYEY SOIL [92-3]
CLEAR EFFLUENT [75-3]
CLOGGING [501-1]
COASTAL EROSION [325-1]
COASTAL PROTECTION [33-1], [189-1], [318-1]
COHESIVE BACKFILLS [59-1]
COHESIVE-FRICTIONAL BACKFILL [57-1]
COLAN [325-1]
COMPLEX GEOTECHNICAL MODELS. [339-1]
CONCAVE PROFILE [106-1]
CONCRETE BLOCK MATTRESS [33-1]
CONCRETE PAVEMENT [174-1]
CONFINED STIFFNESS [78-1]
CONSOLIDATION [191-1]
CONSTRUCTION [322-1]
CONTAINER YARD [316-3]
CONTAINMENT [111-1]
CONTAMINANT MODELING [236-1]
COVER SYSTEM STABILITY [228-2]
COVERED GEOMEMBRANES [249-1]
CRACKS [174-1]
CREEP [144-1]
CREEP STRAINS [148-1]
CROSS-ANISOTROPIC MEDIUM [260-1]
CRUSHER WALL [111-1]
CSPE [367-1]
CYCLIC LOADING [300-1]
D | Top |
DAM [143-1], [316-1]
DAM LINING SYSTEM [152-1]
DAMS [157-1]
DEFORMABILITY [273-1]
DEGRADABLE PERFORMANCE [269-1]
DEGRADATION [104-1], [104-2], [151-1], [268-2]
DESIGN [85-2], [311-2]
DESIGN APPROACH [316-2]
DESIGN LIFE [152-2]
DESIGN METHODS [211-1]
DESIGN RULES [203-1]
DEWATERING [75-3], [96-1], [103-1], [125-1], [357-3]
DIC METHOD [154-1]
DILATANCY [101-2]
DIPOLE SURVEY [249-1]
DIRECT SHEAR TEST [171-1]
DISCRETE ELEMENT [82-1]
DISCRETE ELEMENT METHOD [361-1]
DISTRIBUTION SHAPE [141-1]
DOUBLE BEAM MODEL [304-1]
DOUBLE TWIST WIRE MESH [95-1]
DRAINAGE [76-3], [226-1], [231-2], [319-1], [377-1]
DRAINING TANKS [102-2]
DREDGED SEDIMENTS [352-1]
DURABILITY [27-1], [104-1], [104-2], [143-2], [152-2], [152-3], [175-1], [356-1]
E | Top |
EARTHQUAKE [262-1]
ECO-FRIENDLY ENVIRONMENTAL [269-1]
EFFLUENTS [199-1]
ELASTIC PARAMETERS [92-1]
ELECTRICAL LEAK LOCATION [123-1], [123-2]
ELECTRICAL LEAK LOCATION ( ELL ) [249-1]
ELECTRO-OSMOSIS [360-1]
ELL [123-1], [123-2]
EMBA [262-2]
EMBANKMENT [134-1], [191-1], [262-1], [327-1]
EMBANKMENTS [110-2], [258-1]
ENCASED COLUMN [134-1]
ENCASED GRANULAR COLUMNS [110-2]
ENVIRONMENT [336-1]
ENVIRONMENTAL [268-2]
ENVIRONMENTAL AVAILABILITY [269-1]
ENVIRONMENTAL PROTECTION [485-1]
ENVIRONMENTAL SOLUTIONS [220-1]
ENVIRONMETAL [377-1]
EPS GEOFOAM [246-1], [374-1]
EROSAO [358-1]
EROSION [95-1], [336-1]
EROSION CONTROL [117-1], [341-1], [485-1]
EROSION PROTECTION [357-2]
EVALUATION [352-1]
EXPANDED POLYSTYRENE [92-1], [92-3]
EXPANDED POLYSTYRENE (EPS) [92-2]
EXPANSIVE CLAY [226-1]
EXPANSIVE CLAY SUBGRADES [163-3]
EXPANSIVE MATERIAL [20-1]
F | Top |
FABRIC INFLUENCE [190-2]
FACING [111-1]
FACTOR OF SAFETY [68-1]
FALLING-HEAD [125-1]
FEASIBILITY ANALYSIS [340-1]
FHWA - LRFD [353-1]
FIBER [174-2]
FIBERGLASS [301-1]
FIELD TEST [20-1]
FILMS [190-1]
FILTER [231-2]
FILTER-CAKE [125-1]
FILTRATION [485-1]
FINE GOLD ORE TAILINGS [376-1]
FINES CONTENT [57-1]
FINITE ELEMENTS [327-1]
FLAC3D [288-1]
FLEXIBLE BOUNDARIES [246-1]
FLEXIBLE PAVEMENTS [241-1]
FLEXURAL BEHAVIOR [174-1]
FLOATING COVERS [367-1]
FLOW STRESS [248-1]
FOOTPRINT [377-1]
FOUNDATION [326-1]
FOUNDATIONS [102-3]
FROST HEAVE [76-3]
FROZEN FILL COMPACTION [257-1]
FUSION WELDS [152-1]
G | Top |
GEO-TUBE [189-1]
GEOBAGS [325-1], [352-1]
GEOCELL [118-1], [191-1], [298-1], [304-1], [316-1], [316-2], [316-3], [322-1], [336-1], [336-2]
GEOCELLS [17-1], [17-2], [100-1], [144-1]
GEOCOMPOSITE [76-3], [117-1], [485-1]
GEOCOMPOSITES [377-1]
GEOCORD [17-2]
GEODRID [258-1]
GEOFOAM [230-1]
GEOFOAM PROTECTION [230-1]
GEOGRID [22-1], [42-1], [81-1], [82-1], [101-2], [111-1], [174-1], [203-1], [212-1], [273-1], [278-1], [285-2], [288-1], [300-1], [301-1], [316-3], [317-1], [322-1], [337-1], [341-1], [361-1], [374-1]
GEOGRID APERTURE AREA [86-1]
GEOGRID JUNCTION STRENGTH [86-1]
GEOGRID REINFORCED WALL [366-1]
GEOGRID STRAIN [276-1]
GEOGRIDS [76-4], [83-1], [326-1], [335-1], [374-2]
GEOMANTA [358-1]
GEOMATS [155-1]
GEOMEMBRANE [131-1], [146-1], [190-1], [268-2], [336-1], [356-1], [391-1]
GEOMEMBRANE INSTALLATION [264-1]
GEOMEMBRANE PUNCTURE [234-1]
GEOMEMBRANES [152-2], [157-1], [200-1], [228-4], [230-1], [236-1], [285-1]
GEOSINTETHICS [341-1]
GEOSTEP [17-1]
GEOSTRIPS [284-1]
GEOSYNTETHICS [59-1]
GEOSYNTHETIC [39-1], [39-2], [81-1], [110-2], [134-1], [163-3], [294-1], [357-1], [501-1]
GEOSYNTHETIC CLAY LINER [130-1], [180-1], [236-1], [248-1], [254-1]
GEOSYNTHETIC CLAY LINERS [207-1]
GEOSYNTHETIC REINFORCED SOIL WALLS [106-1]
GEOSYNTHETIC TUBES [150-2]
GEOSYNTHETIC-REINFORCED EMBANKMENT [38-1]
GEOSYNTHETIC-REINFORCED PILED-SUPPORTED [320-1]
GEOSYNTHETIC-REINFORCED SOIL [213-1]
GEOSYNTHETICS [17-1], [17-2], [22-2], [24-1], [31-1], [78-1], [88-1], [104-1], [104-2], [148-1], [155-1], [187-1], [200-1], [228-2], [236-1], [241-3], [254-1], [268-1], [285-2], [311-2], [314-1], [326-1], [336-2], [340-1], [352-1], [360-1], [454-1]
GEOTECHNICAL [391-1]
GEOTEXTILE [28-1], [103-1], [118-1], [125-1], [231-2], [241-1], [244-1], [262-1], [319-1], [325-1], [501-1]
GEOTEXTILE ENCASED COLUMNS [262-1]
GEOTEXTILE TUBE [75-2], [75-3], [96-1], [318-1], [357-3]
GEOTEXTILE TUBES [199-1], [220-1], [268-1], [376-1]
GEOTEXTILE-REINFORCED EARTH WALL [324-1]
GEOTEXTILES [27-1], [104-1], [104-2], [190-2], [226-1], [374-2]
GEOWEB [102-3]
GLOBAL WARMING [454-1]
GPR [20-1]
GRAIN SIZE DISTRIBUITON [125-1]
GRAINS [273-1]
GRANULAR BASE [288-1]
GRASS VEGETATION [368-1]
GRAVITY RETAINING STRUCTURE [316-1]
GREEN MATERIAL [269-1]
GROINS [318-1]
GROUND IMPROVEMENT [147-1], [284-1]
GROUNDWATER DRAWDOWN [102-2]
GRPS EMBANKMENT SYSTEM [320-1]
GRS-IBS [39-2]
H | Top |
HAUL ROAD DESIGN [22-1]
HAUL TRUCK [22-1]
HDPE [131-1], [200-1]
HDPE GEOCELLS [22-2]
HDPE GEOMEMBRANE [152-1], [152-3]
HEAP LEACH [143-3]
HEAP LEACH PAD [290-1]
HEAT TRANSFER [147-1]
HIGH HEAP LEACH PADS [228-4]
HIGH PERFORMANCE TRM [95-1]
HIGH STRENGHT GEOSYNTHETIC [262-2]
HIGHEST [212-1]
HIGHWAY [211-1]
HILLSIDE [335-1]
HORIZONTAL DISPLACEMENT OF SLOPE [324-1]
HPOIT [175-1]
HYDRAULIC CONDUCTIVITY [207-1], [248-1]
HYDRAULIC ENGINEERING CONSTRUCTION [17-1]
HYDRAULIC TESTS [104-2]
HYDRAULICS [336-2]
HYDRODYNAMIC STABILITY [189-1]
HYDROGEOSPHERE [236-1]
HYDROPHOBIA [28-1]
HYPERBOLIC MODEL [260-1]
I | Top |
IMAGE ANALYSIS [130-1]
IMMERSION TESTING [152-2]
IMPALA [102-3]
IMPERMEABILIZATION [294-1]
IMPOUNDMENT [294-1]
INDEX PROPERTIES [234-1]
INDEX TESTS [234-1]
INDIRECT GEOGRID ACTIVATION [154-1]
INFILTRATION [28-1]
INNOVATIVE USES [24-1]
INSTALLATION BELOW WATER [262-1]
INTERFACE [146-1], [231-1]
INTERFACE SHEAR STRENGTH [101-2], [130-1], [228-2], [228-4]
INTERFACE SHEAR STRENGTH COEFFICIENT [86-1]
INTERLOCKING [273-1]
INTERNAL STABILITY [85-1], [85-2]
IRI [42-1]
IRON TAILING MINE [289-1]
IRRIGATION [488-1]
J | Top |
JUNCTION [203-1]
JUTE GEOGRID [235-1]
K | Top |
KINEMATIC APPROACH [59-1]
L | Top |
LABORATORY TEST [92-1]
LABORATORY TESTS [157-1]
LANDFILL [56-1], [285-1]
LANDFILL COVER SYSTEM [276-1]
LANDFILLS [27-1], [254-1], [340-1]
LARGE DIRECT INTERFACE SHEAR TEST [86-1]
LARGE ROAD PROJECTS [339-1]
LARGE SCALE TEST [276-1]
LARGE-SCALE DIRECT SHEAR [228-4]
LARGE-SCALE PHYSICAL MODEL [38-1]
LARGE-SCALE TEST [187-1]
LATERAL DEFORMATION [39-2], [314-1]
LATERAL DISPLACEMENT [213-1]
LATERITIC SOIL [78-1], [92-5]
LAYERED ELASTIC THEORY [316-2]
LEACHATE [231-2]
LIGHTWEIGHT INCLUSIONS [246-1]
LIMIT EQUILIBRIUM [68-1]
LINER [68-1], [285-1]
LINER INTEGRITY SURVEY [123-1], [123-2]
LOAD BEARING [316-2]
LOAD VS ELONGATION CURVE [55-1]
LONG-TERM BEHAVIOUR [203-1]
LONG-TIME BEHAVIOUR [157-1]
LONGEVITY [143-2]
LOW HEIGHTS SLOPE [264-1]
M | Top |
MACFORCE [353-1]
MAINTENANCE [301-1]
MANNING'S COEFFICIENT [368-1]
MAXIMUM REINFORCEMENT LOAD [141-1]
MECHANICAL BEHAVIOR [151-1]
MECHANICAL DAMAGE [302-1]
MECHANICAL STABILISATION [273-1]
MEMBRANE EFFECT [38-1]
MEPDG [298-1]
METALS [207-1]
MICROPLASTICS [454-1]
MINE [143-3]
MINE CLOSURE [336-1]
MINING [22-1], [117-1], [220-1], [249-1], [268-1], [268-2]
MMLS [319-1]
MMLS3 [244-1]
MODEL STUDY [302-1]
MODULUS IMPROVEMENT FACTOR [144-1]
MONTE CARLO METHOD [76-1]
MOVING LOAD [304-1]
MSAND [130-1]
MSE WALL [284-1]
MSE WALLS [85-1], [85-2], [213-1]
MUNICIPAL SOLID WASTE LEACHATE [55-1]
N | Top |
NATURAL FIBERS [151-1]
NEW GEOTECHNICAL MATERIALS [88-1]
NON LINEAR BEHAVIOR [288-1]
NON-WOVEN POLYPROPYLENE GEOTEXTILE FABRI [324-1]
NONWOVEN GEOTEXTILE [148-1], [220-1]
NUMERICAL ANALYSES [258-1]
NUMERICAL ANALYSIS [82-1], [100-1], [110-2], [314-1]
NUMERICAL MODELING [150-2], [311-2], [361-1]
NUMERICAL MODELLING [31-1], [141-1], [241-3]
NUMERICAL SIMULATION [357-1]
O | Top |
OLD LANDFILL CROSSING [211-1]
OPEN CHANNEL FLOW [368-1]
OPTIMAL POSITION [288-1]
OVEN AGING [175-1]
OXIDATION RESISTANCE [56-1]
P | Top |
PAN AMERICAN HIGH [301-1]
PANAMA [301-1]
PANELS [264-1]
PARAWEB [353-1]
PARTICLE SIZE DISTRIBUTION [278-1]
PAVEMENT [39-1], [42-1], [226-1], [244-1], [316-3]
PAVEMENT MANAGEMENT SYSTEM [163-3]
PAVEMENTS [319-1]
PEAK AND RESIDUAL STRESSES [92-3]
PERFORMANCE [377-1]
PERFORMANCE EVALUATION [42-1]
PERFORMANCE TESTS [234-1]
PERMANENT DEFORMATION [39-1]
PET [171-1]
PET STRAP [85-2]
PHOTOGRAMMETRY [285-2]
PHYSICAL MODEL [189-1], [320-1]
PILED EMBANKMENT [76-4], [302-1]
PLATFOM REINFORCEMENT [83-1]
PLATFORM [118-1]
PLAXIS 2D [38-1], [327-1]
PLAXIS 3D [241-3]
POLIMERIC GEOSYNTHETIC BARRIER [190-1]
POLYETHYLENE [22-1]
POLYETHYLENE FIBERS [92-5]
POLYMER [289-1], [357-3]
POLYMER ELUTION [248-1]
POLYPROPYLENE [174-2]
POLYPROPYLENE FIBERS [289-1]
POTABLE WATER STORAGE [367-1]
PREFABRICATED THERMAL DRAIN [147-1]
PROBABILISTIC DESIGN [85-1]
PROTECTION [285-1]
PULLOUT [337-1]
PULLOUT RESISTANCE [57-1], [309-1]
PULLOUT TESTS [357-1]
PUMPING [244-1]
PVC [157-1]
PVD [360-1]
R | Top |
RAILWAY [191-1], [284-1]
RAPID DEWATERING TEST [352-1]
REACTION MODULE [118-1]
RECOVERY BEACH [295-1]
REFORCEMENT [81-1]
REINFORCED [212-1]
REINFORCED SLOPES [257-1]
REINFORCED SOIL EMBANKMENTS [311-2]
REINFORCED SOIL WALL [148-1], [293-1], [353-1]
REINFORCED SOIL WALLS [141-1]
REINFORCED SOILS [88-1]
REINFORCED WALL [111-1]
REINFORCEMENT [31-1], [39-1], [39-2], [82-1], [174-1], [211-1], [228-2], [302-1], [316-2]
RELIABILITY [85-1]
RELIABILITY ANALYSIS [76-1]
RELIABILITY-BASED DESIGN [228-2]
REMEDIATION [103-1]
RENEWABLE ENERGY [22-2]
RESERVOIR [143-1]
RESILIENT MODULUS [298-1]
RESISTANCE TO PENETRATION BY WATER [190-2]
RETAINING STRUCTURE [316-1]
RETAINING WALLS [76-1], [309-1]
ROAD CONSTRUCTION [17-1], [17-2]
ROAD EXCHANGE [353-1]
ROAD SUBSIDENCE [20-1]
ROADWAY [163-3]
ROCKFALL [341-1]
ROLLED EROSION CONTROL PRODUCT [368-1]
RURAL ROADS [24-1]
S | Top |
SANDY SOIL [92-3]
SCOURING [75-2]
SEA BED [75-2]
SEAMS [356-1]
SECONDARY REINFORCEMENT [314-1]
SEDIMENT [103-1]
SEISMIC [337-1]
SELECTING A GMB [152-2]
SERVICE LIFE [152-3]
SERVICEABILITY LIMIT DESIGN [213-1]
SETTLEMENT [100-1], [191-1]
SETTLEMENT ANALYSIS [290-1]
SETTLEMENTS [327-1]
SEWAGE TREATMENT PLANT [96-1]
SHALLOW FOUNDATION [326-1]
SHAPE [150-2]
SHEAR STRENGHT [231-1]
SHEAR STRENGTH [92-5], [174-2]
SHEAR STRENGTH INTERFACE [92-3]
SHOTCRETE [336-2]
SHRINKAGE [254-1]
SILT FENCES [485-1]
SILTY SOIL [231-1]
SINGLE DIRECTION GEOTEXTILE [293-1]
SINGLE LAYER [262-2]
SITE MATERIAL [293-1]
SLAUGHTERHOUSES [199-1]
SLOPE [117-1]
SLOPE PROTECTION [341-1]
SLOPE STABILITY [68-1]
SLOPE STABILITY ANALYSIS [228-4]
SLOPES [155-1]
SLUDGE [96-1], [357-3]
SMALL PULLOUT SHEAR TEST [101-2]
SMOOTH GEOMEMBRANE [231-1]
SMOOTH METAL STRIP [309-1]
SOFT CLAY [235-1]
SOFT CLAY [147-1]
SOFT SOIL [134-1], [258-1], [302-1], [320-1]
SOFT SOILS [327-1], [374-2]
SOIL GEGRID INTERACTION [154-1]
SOIL REINFORCEMENT [83-1], [100-1], [151-1], [171-1], [187-1]
SOIL-CEMENT-FIBER [92-5]
SOIL-GEOSYNTHETIC INTERACTION [260-1]
SOIL-STRUCTURE-GEOSYNTHETIC INTERACTION [326-1]
SOIL–AGGREGATE SYSTEM [86-1]
SOLIDS CONTENT [96-1]
SOLIDS REMOVAL [75-3]
SPECIFIC MASS [92-2]
SPECIFICATION [268-1]
SSR [68-1]
STABILISATION [285-2]
STABILIZATION [42-1], [317-1]
STACKING [376-1]
STAGED PULLOUT [309-1]
STATIC LOAD TEST [241-3]
STEPPED ISOTHERMAL METHOD [144-1]
STRAIN [285-1], [337-1]
STRAIN GAUGE [241-1]
STRAIN HARDENING [56-1]
STRAINS [241-1]
STRES-STRAIN BEHAVIOR [246-1]
STRESS CRACK RESISTANCE [200-1], [356-1]
STRESS CRACKING [152-1]
STRESS CRACKING RESISTANCE [56-1]
STRESS DISTRIBUTION [262-2]
STRESSES [150-2]
STRUCTURES [337-1]
SUBDRAINAGE SYSTEM [102-2]
SUBGRADE [187-1]
SUBGRADE FINES MIGRATION [244-1]
SUBSIDENCE [311-2]
SUCTION [101-2]
SUPERFICIAL DRAINAGE [22-2]
SUPPORT CAPACITY [102-3]
SURFACE EROSION [155-1]
SURFACE SURCHARGES [81-1]
SYNTHETIC MEMBRANE [391-1]
SYNTHETIC ROCKFILL [295-1]
SYNTHETIC SHEET PILE [374-1]
T | Top |
T-VALUE METHOD [317-1]
TAILINGS [143-3], [268-1], [294-1], [360-1]
TAILINGS DAM [146-1]
TECHNICAL VIABILITY [300-1]
TENSIL STRESSES [241-1]
TENSILE STRENGHT [190-1]
TEST METHOD [190-1]
TEST SPEED [92-1]
TESTS [501-1]
TEXTILE FORMS [295-1]
TEXTURED [200-1]
TEXTURED GEOMEMBRANE [55-1]
TEZONTLE [241-3]
THEORY OF ELASTICITY [100-1]
THERMAL CYCLES [254-1]
THIN FILM ACCELERATED IMMERSION TESTING [152-3]
TIERED RETAINING WALL [366-1]
TIME-DEPENDENT [148-1]
TRANSPARENT SOIL [154-1], [278-1], [298-1]
TREATMENT [103-1]
TRIAXIAL [174-2], [278-1]
TRIAXIAL TEST [260-1]
TRIAXIAL TESTS [82-1]
TRM [95-1]
TRUE TRIAXIAL [246-1]
TUFF [335-1]
TURF REINFORCED MAT [368-1]
TWO-LAYERED SOILS [260-1]
U | Top |
ULTRAVIOLET [104-1]
UNCONSOLIDATED MINE WASTE FOUNDATION [290-1]
UNIAXIAL COMPRESSION [92-1]
UNPAVED ROADS [24-1], [83-1], [187-1], [300-1]
UNSATURATED CONDITION [190-2]
UNSATURATED SOILS [78-1]
UPPER BOUND LIMIT ANALYSIS [59-1]
V | Top |
VEGETATION [117-1]
VOLUME CHANGE [147-1]
W | Top |
WALL [212-1], [314-1], [335-1]
WALLS SOIL REINFORCED [339-1]
WATER ABSORPTION TEST [92-2]
WATER CONTENT [57-1]
WATER STORAGE RESERVOIRS [391-1]
WATER TABLE [102-2]
WATER TREATMENT [220-1]
WATERPROOF [143-2]
WATERPROOFING [131-1], [143-1], [143-3]
WAVE TRANSFORMATION [189-1]
WELDS [356-1]
WICK DRAIN [360-1]
WICKING [319-1]
WICKING GEOTEXTILE [257-1]
WIDTH OF STEP [366-1]
WIND FARM [83-1]
WINTER CONSTRUCTION [257-1]
WORKING PLATFORM [316-3], [317-1]
WOVEN AND NON-WOVEN GEOTEXTILES [339-1]
WOVEN GEOTEXTILE [33-1], [78-1]
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