Geotechnical engineering development : selected, peer-reviewed papers from the International Conference on Geotechnical Engineering-Iraq (ICGE-Iraq 2020), February 19-20, 2020, Baghdad, Iraq

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Bibliographic Details
Meeting name:International Conference on Geotechnical Engineering-Iraq (2020 : Baghdad, Iraq)
Imprint:Switzerland : Trans Tech Publications Ltd, 2020.
Description:1 online resource.
Language:English
Series:Key Engineering Materials 1662-9795 Vol. 857
Key engineering materials ; v. 857.
Subject:
Format: E-Resource Book
URL for this record:http://pi.lib.uchicago.edu/1001/cat/bib/12651895
Hidden Bibliographic Details
Varying Form of Title:ICGE-Iraq 2020
Other authors / contributors:Karkush, Mahdi O. editor.
ISBN:3035737169
9783035737165
Notes:Includes bibliographical references and index.
Print version record.
Summary:The book contains articles presented at the International Conference on Geotechnical Engineering-Iraq (ICGE-Iraq 2020, 19-20 February 2020) and reflects the last results of the research studies in geotechnical engineering include experimental investigations and theoretical analyses for the behavior of soil and foundations under static and dynamic loadings. Also, the research themes of this book are extended to include some studies in construction management, construction materials, and structural engineering. Soil Mechanics, Bearing Capacity, Shear Strength, Hypoplasticity Model, Soft Clay, Soil Improvement, Geogrid Reinforced Soil, Sand, Gypseous, Shallow Foundations, Deep Foundations, Retaining Geotechnical Structures, Earthworks, Slope, Seismic Load, Vibration, Construction Materials, Cement, Concrete, Structural Elements, Beam, Slab, Mechanical Properties, Geoenvironmental Engineering, Riverbank, Waste Slope, Project Management, Contractor Selection, Investment Project.
Other form:Print version: Karkush, Mahdi O. Geotechnical Engineering Development Zurich : Trans Tech Publications, Limited,c2020
Table of Contents:
  • Response of Damaged Reinforced Concrete Beams Strengthened with NSM CFRP Strips
  • Quality Control of Production Lightweight Ferrocement Plate Using Sustainable Materials
  • Irradiation Duration Effect of Gamma Ray on the Compressive Strength of Reactive Powder Concrete
  • The Impact of Utilizing Silica Fume as a Filler on Asphalt Concrete Mixes
  • Effect of Saturation on Thermal Conductivity of Granular Materials
  • Compressive Strength Performance of Reactive Powder Concrete Using Different Types of Materials as a Partial Replacement of Fine Aggregate
  • Al-Hadba Minaret, a Contribution in Characterizing of its Brick
  • Effect of Reinforcement Width on the Behavior of Buried Pipe in Sandy Soil
  • Comparative Analysis of Young's Modulus Predictions for Lightweight Aggregate Concrete
  • Experimental Study of Flexural Tensile Strength of Sand Concrete Plates Reinforced with Metallic Fibers
  • Compressive Strength and Shrinkage Behavior of Concrete Produced from Portland Limestone Cement with Water Absorption Polymer Balls
  • Effect of Bedding Compaction on the Behavior of Buried Plain Concrete Pipes
  • Numerical Modeling of Reinforced Concrete Slabs under Impact Loading
  • Behavior of Strengthened RC Beams with CFRP Sheets under Combined Bending and Torsion
  • Numerical Investigations on Behavior of Strengthened RC Beams with CFRP under Combined Bending and Torsion
  • Systematic Design of Short-Span Segmental Beams Reinforced by CFRP Plates
  • Influence of Temperature and Rest Period on Damage Repair of Aged Asphalt
  • The Effect of Particle Size Distribution on some Properties of Gypsum
  • Finite Element Analysis for the Behavior of Reinforced Concrete T-Section Deep Beams Strengthened with CFRP Sheets
  • Performance of Reinforced Concrete Beams with Multiple Openings
  • Strengthening of I-Section Steel Beams by Prestressing Strands
  • A Field Study on Bearing Capacity of Al-Najaf Sandy Gypseous Soil
  • Effect of Wetting-Drying Cycles on Desiccation Crack Pattern and Soil Behavior
  • Effect of Coefficient of Variation on the Reliability of Collapse Potential's Equation Predicted by ANNs
  • Characterization of Shear Strength and Interface Friction of Organic Soil
  • Reliability of Shear-Box Tests Upon Soaking Process on the Sand Soil in Al-Najaf City
  • Effect of Cavities from Gypsum Dissolution on Bearing Capacity of Soil under Square Footing
  • Tests of Soils on Triaxial Device
  • Performance of Raft Foundation under Static Vertical Loading in Contaminated Soil
  • Measurement and Calibration of the Parameters of Hypoplasticity Model for an Iraqi Soil
  • Effect of Slag on Engineering Properties of Contaminated Soil
  • Investigation to some Preliminary Geotechnical Properties of Soft Clay Stabilized by Fly Ash Based Geopolymers
  • Dry Density Based on Soil Index Properties by Using Expert System
  • Using some of Microsoft Office Excel Functions to Compute Soil Engineering Parameters Based on Raw Results of Laboratory Tests
  • Improvement of Soft Soil by Stone Column Treated with Bentonite
  • Collapsibility and Shear Strength of Gypseous Soil Improved by Nano Silica Fume (NSF)
  • Controlling the Permeability of Sandy Soil Using Different Local Waste Materials
  • Effect of the Time on the Undrained Shear Strength and Permeability of Clay-Wooden Sawdust Mixtures Used to Improve Landfills Liner
  • Analytical Study of Load-Settlement Behavior of Soil Treated with Stone Columns have Different Sectional Shape
  • Effect of Adding Sand on Clayey Soil Compressibility
  • Numerical Analysis of One-Dimensional Consolidation in Fine-Grained Soils
  • Numerical Modeling of Square Footing Subjected to Eccentric Loading on Geogrid Reinforced Loose Sand
  • Effect of Saline Soils on Durability of Road between Alsamawa and Sawa Lake
  • Experimental Study on the Modulus of Subgrade Reaction for Sandy Soil Improved by Grouting Materials
  • Effect of the Grain Size of Sand on Expansive Soil
  • Utilization of Mosul City Demolition Waste to Improve some Soil Engineering Properties
  • Studying the Geotechnical Properties of Clayey Soil Contaminated by Kerosene
  • Diagnostic Geotechnical Study of Cracks Experienced by Residential Compound: A Case Study
  • Experimental and Statistical Study on Single and Groups of Stone Columns
  • Estimation of Bearing Capacity Dropping Due to Cavities from Gypseous Soils Melting
  • Influence of Initial Anisotropy, Stress Path and Principal Stress Rotation on Monotonic Behavior of Clean and Mixed Sands