Table of Contents
Table of Contents
Preface
Chapter 1. Phytostabilisation as a Remediation Option for Recovering Trace Elements-Contaminated Soil
Tania Pardo, Teresa Fresno, Vanessa Álvarez-López, and María Touceda-González (Department of Soil Biochemistry, IIAG-CSIC, Santiago de Compostela, Spain, and others)
Chapter 2. Composite Stabilization of Dilatant Coastal Residual Soils, Akwa Ibom State, Nigeria
Essien Udo, Ph.D (Department of Civil Engineering, University of Uyo, Akwa Ibom State, Nigeria)
Chapter 3. The Consolidation and Stabilization of Foundation Soils through the Injection of Expanding Polyurethane Resin under a Non-Invasive Diagnostic Check by 3d-4d-Ert
Giovanni Santarato, Anna Albertini, Marco d’Attoli, Fabio Navi, Marco Occhi, Federico Fischanger, Gianfranco Morelli, Martino Leoni, Tiziana Apuani, Francesco Loddo, and Gaetano Ranieri (Department of Physics and Earth Sciences, University of Ferrara, Ferrara, Italy, and others)
Chapter 4. The Reuse of Ladle Furnace Basic Slags in Clayey Soil-Stabilization Applications
V. Ortega-López, M. Skaf, and A. Santamaría (University of Burgos, Burgos and Spain, and others)
Chapter 5. The Influence of Nitrate Ions on the Mechanical Performances of Soils Treated with Hydraulic Binders
Lucile Saussaye, Lydia Leleyter, Didier Hennequin, Mohamed Boutouil, and Fabienne Baraud (Centre d’études et d’expertises sur les risques, l’environnement, la mobilité et l’aménagement (Cerema) Normandie-Centre, Laboratoire Régional de Blois, Blois, France, and others)
Chapter 6. Research on the Bearing Characteristics of Confined Stabilized Soil
Shuaishuai Wu, Zhengguo Gao, Shiyang Li, Wenbo Cui, and Xin Huang (School of Transportation Science and Engineering, Beihang University, Beijing, China, and others)
Chapter 7. The Effect of a Relative Formation Rate of Cementitious and Expansive Hydrates on the Strength of a Composite Stabilizer and Stabilized Soil
Hao Yu, Xin Huang, Jianguo Ning, and Zhanguo Li (Department of Civil Engineering, Beihang University, Beijing, China, and others)
Chapter 8. Lime Stabilised Glacial Till Clay Incorperating Wheat Straw or Waste Tyre Rubber Granules
Jonathan Oti, PhD (School of Engineering, Faculty of Computing, Engineering and Science, University of South Wales, Pontypridd, UK)
Index
