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Soil Stabilization - Types, Methods & Applications (Hardcover)
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Soil Stabilization - Types, Methods & Applications (Hardcover)
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In the first chapter, Tania Pardo, Teresa Fresno, Vanessa
Alvarez-Lopez, and Maria Touceda-Gonzalez review central aspects of
phytostabilisation techniques for recovering trace elements
contaminated soils. The possible future of phytotechnology is
evaluated by reflecting on legislation, research evolution, and
field implementation. In the second chapter, Essien Udo, Ph.D.
presents a study using laboratory investigations to discover
problems linked to Coastal residual soils at plain and modified
conditions, using the knowledge that residual soil parameters have
a substantial effect on the overall performance or non-performance
of sub-base and base course formations. Next, in the third chapter,
Giovanni Santarato, Anna Albertini, Marco dAttoli, Fabio Navi,
Marco Occhi, Federico Fischanger, Gianfranco Morelli, Martino
Leoni, Tiziana Apuani, Francesco Loddo, and Gaetano Ranieri present
research on techniques of soil consolidation and stabilisation by
way of expanding resin injections. Supplementing this, V.
Ortega-Lopez, M. Skaf, and A. Santamaria discuss the way Ladle
Furnace basic Slags might be used to stabilise natural clayey soils
in the fourth chapter. In the fifth chapter, Lucile Saussaye, Lydia
Leleyter, Didier Hennequin, Mohamed Boutouil, and Fabienne Baraud
assess the effect of nitrate ions on the mechanical performances of
soils treated with hydraulic binders, determining that treatment
with hydraulic binders improves both the physical and mechanical
characteristics of soils, thus permitting them to be used in a
variety of geotechnical applications. Afterwards, Shuaishuai Wu,
Zhengguo Gao, Shiyang Li, Wenbo Cui, and Xin Huang propose a
confined stabilised soil pile as a possible new foundation
treatment method in the sixth chapter. In the seventh chapter, Hao
Yu, Xin Huang, Jianguo Ning, and Zhanguo Li present a study where
three types of composite stabilisers with different AFt formation
rates were used to stabilise two kinds of soils. In the eighth and
final chapter, Jonathan Oti, PhD expresses findings that it is
possible to stabilise clay soil with lime based systems
incorporating WS or WTRG for use as improved filling material in
road building and other applications.
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