Arama Sonuçları - COAST Laboratory

Geotechnical Characterisation and Geoenvironmental Engineering IGC 2016 Volume 1 /

İçindekiler: “…THEME 1 : CHARACTERIZATION OF SOILS, ROCKS AND SYNTHESIZED MATERIALS -- Static Compaction Test and Determination of Equivalent Static Pressure -- Effect of Confining Pressure on Post Peak Behaviour of Igneous Rock -- Utility of Lime and Red Mud in Clay Soil Stabilization -- Geotechnical Characterization of Construction and Demolished (C&D) Waste -- Light Weight Deflectometer as a Compaction Quality Control Device -- A Study on Compressibility, Swelling and Permeability Behaviour of Bentonite- Sand Mixture -- Effect of Fines on Shear Strength of Sands -- Effect of Constant Energy Source on Coherence Function in Spectral Analysis of Surface Waves (SASW) Testing -- Comparison of Properties of Cohesive Soils Along East Coast of India -- Effect of Pore Size Distribution on Unconfined Compressive Strength -- Synthesis of Fly Ash-GGBS Blended Geopolymer Composites -- Local Strain Measurements in Triaxial Tests using On-Sample Transducers -- Geotechnical Characterization of Hill Slope Soils of Guwahati Region -- Effect of Box Size on Dilative Behaviour of Sand in Direct Shear Test -- THEME 4: GEOENVIRONMENTAL ENGINEERING AND BEHAVIOUR OF UNSATURATED SOILS -- Influence of Initial Conditions on Undrained Response of Soft Clays -- A Methedology to Determine Water Vapour Diffusion Characteristics of Geomaterials -- Atterberg Limits of Sand-Bentonite Mixes and the Influnce of Sand Composition -- Effect of Sample Thickness on Laboratory Determination of Gas Permeability of Buffer Material -- Biominerlisation as a Remediation Technique: a Critical Review -- Biopolymer Modified Soil: Prospects of a Promising Green Technology -- Factors Influencing Zeta Potential of Clayey Soils -- Experimental Analysis of Salt Diffusion in Compacted Clays by Through Diffusion and Half-Cell Technique -- A Study on Influence of pH and Organic Chemical on Adsorption Capacity of Red Earth -- Effect of Induced Osmotic Suction on Swell and Hydraulic Conductivity of an Expansive Soil -- Attenuation Characteristics of Laterite - Fly Ash - Bentonite Mix as Liner -- An Experimental Investigation on the Geoengineering Properties of Pond Ash-Bentonite Mixes -- Influence of Engineering Behaviour of Coal Ash on Design of Ash Dykes -- Virus Transport Through Heterogeneous Unsaturated Zone in Guwahati City in Assam Under Transient State Condition -- Behaviour Thresholds of Quarry-Dust Bentonite Mixes -- Index and Shear Strength Properties of Clay Soil Contaminated by Tannery Effluent -- Effect of pH on the Geotechnical Properties of Kaolinitic and Montmorillonitic Clay -- Influence of Geomembrane Stiffness on the Integrity of Landfill Covers: Centrifuge Modeling -- Studies on Desiccation Cracking Behaviour of Geofiber Reinforced Clay -- Shear Strength Parameters of Granite Rock-Mass: a Case Study -- Effects of Gypsum on Strength Behaviour of Lime Modified Pond Ash as an underground Stowing Material -- Stress-Dilatancy Relation of Sea Deposits Off Mumbai Coast -- Evaluation of Soil Parameters by using Light Cone Penetrometer.…”
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Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls

İçindekiler: “…Initial Trigger for Slope Failures in Volcanic Ash Layer of Hillside Surface in Izu-Oshima Island in Japan due to a Typhoon Rainfall in 2013 -- A Case Study on Silty Sand Liquefaction -- Bearing Capacity of Breakwater Mound under Tsunami-induced Seepage Flow -- Verification of improvement effectiveness by compaction methods during the 2011 off the Pacific Coast of Tohoku Earthquake -- Development of rational soil liquefaction countermeasure consisting of lattice-shaped soil improvement by jet grouting for existing housing estates -- Uplift Mechanism of Rectangular Tunnel in Liquefied Soils -- Seismic Response of Geosynthetic Reinforced Earth Embankment on Different Soil Foundation -- Development of a new in-place cement-mixing method by high pressure injection -- Use of Swedish weight sounding tests for detecting liquefiable backfills reclaimed in iron sand mining pits in Asahi city of Chiba in Japan -- GIS-based study on liquefaction-induced soil subsidence in the Urayasu area due to the 2011 off the Pacific Coast of Tohoku Earthquake -- Effects of non-plastic fines on undrained cyclic behavior of loose sand -- An investigation on the liquefaction-induced sloped ground failure during the 1964 Niigata Earthquake -- Laboratory Experiments on Seepage in Liquefied Sand -- Effects of Cyclic Triaxial Loading Rates on Liquefaction Behavior of Fine-Grained Soils -- Effect of Gravel Content on Saturated Hydraulic Conductivity in Sand -- Effects of overconsolidation, cement stabilisation and unsaturation on the liquefaction resistance of Urayasu sand -- Loessial Landslides Induced by the Minxian-Zhangxian Ms6.6 Earthquake of China in 2013 -- Numerical Simulation of Run-out Behavior of Earthquake-induced Landslides -- The geometric characteristics and initiation mechanisms of the earthquake-triggered Daguangbao landslide -- Centrifuge Modeling of Relationships between Earthquake Intensities and scales of post-quake Triggering Rainfall and Landslide -- Time-prediction method of the onset of a rainfall-induced landslide based on the monitoring of surface displacement and groundwater level in the slope -- Typhoon Rainfall Induces Slope Creep, Groundwater Variation, and Slope movement -- Topographic Characteristic of the Rainfall Inducing landslide in Slate Stratum-Case of Ai-Liao Catchment, South Taiwan -- Site Investigation and In Situ Testing on Shallow Landslide Scars of Natural Slopes Covered by Volcanic Ash and Pumice Fall -- Overhaul the Anchored Slopes in Taiwan -- A study by field measurement and numerical simulation about rainfall seepage mechanism in case of torrential rainfall -- Numerical simulation for the earthquake-induced deformation of a residential-land slope reinforced with landslide prevention piles -- Centrifuge model test on slope reinforcement by Rock bolt with Facing Plate -- Numerical Simulation of Post-entrainment Debris Flow at Alluvial Fan Using FLO-2D Model -- Photomicrograph Investigation of Rock Thin Sections taken from Landslides Scree by the Eastern Honshu Earthquake, 2008 -- An Extension to Weiler-Atherton Clipping Algorithm for the Face-to-face Contact in Three-dimensional Discrete Element Method -- Application of Three-dimensional Discontinuous Deformation Analysis to Simulate Characteristics of Planar Translational Slope Failure -- Hazard mapping for earthquake induced geo-disaster chain -- Monitoring Techniques for Sediment Disaster in Mountant Area -- Seismic Performance of Piles from EQWEAP and Monte Carlo Simulation Analyses -- The overflow model experiment using the waterway for examining the countermeasure effect against the Tsunami-induced tide embankment scouring -- Analysis of a coastal structure damaged due to compound effect of earthquake and tsunami -- An Example of the Restoration Method of Levees Damaged by the Great East Japan Earthquake -- Remediation of a Failed Slope Located at Fault Fracture Zone -- Case Study of Using the Low-Pressure Grouting Method to Uplift a Tilted Building -- A Study on the Bio-treatment Technique of Ground Improvement with Urease Micro-organisms which Live in Japan -- Behavior of Breakwater Foundation Reinforced with Steel Sheet Piles under Seismic Loading -- Shaking table model tests on mitigation of liquefaction-induced distortion of shallow foundation -- Study on the effect of union basement on decreasing destruction during liquefaction -- Analysis of the lateral force on stabilizing piles in c-φ soil -- Application of Close-Range Photogrammetry for Post-Failure Reconnaissance of a Retaining Wall -- Seismic response of a newly-developed geocell reinforced soil retaining wall backfilled with gravel by shaking table model test -- Ultimate Lateral Resistance of Piles in Soils based on Active Pile Length -- Effect of backfill reinforcement on retaining wall under dynamic loading -- Numerical study on the seismic response of waterfront retaining wall reinforced with cushion -- Factors Controlling the Behavior of Piled Foundations due to Cyclic Lateral Loading -- Centrifugal model loading tests on reinforced soil retaining wall with ground water permeation -- Horizontal pressure on a non-yielding wall due to flexible and rigid strip loading -- Matric Suction and Shear Modulus of Unsaturated Compacted Lateritic Soil Subjected to Drying and Wetting -- A constant-head well permeameter measurement of saturated hydraulic conductivity in the vadose zone and the capabilities of carbon dioxide injection -- Remediation of Volcanic Ash Soil in Related to Soil Erodibility against the Heavy Rainfall -- Structural Patterns Effects on the Tensile Properties of Hexagonal Wire Meshes (12 cm x 15 cm). .…”
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