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Laterite Soil Engineering
Pedogenesis and Engineering Principles
- 1st Edition - November 14, 2012
- Editor: M Gidigasu
- Language: English
- Paperback ISBN:9 7 8 - 0 - 4 4 4 - 5 6 9 2 3 - 3
- eBook ISBN:9 7 8 - 0 - 4 4 4 - 6 0 1 2 3 - 0
Laterite Soil Engineering is one of a few books about solving engineering problems with the help of engineering pedology. This book presents the latest information on the laterite… Read more
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Request a sales quoteLaterite Soil Engineering is one of a few books about solving engineering problems with the help of engineering pedology. This book presents the latest information on the laterite soils’ geotechnical characteristics and engineering behavior. It shows that laterite soils are different from natural soils and that most laterite soils can be evaluated for engineering purposes using accepted theories and well-known test procedures for temperate-zone soils. This book also shows that modern concepts based on pedological considerations are very useful and take a logical approach to the identification and evaluation of laterite soils for engineering purposes. The first four chapters focus on reviewing information about the processes of tropical weathering and laterization. Chapter five summarizes information about the location, morphology and composition of laterite soils. Chapter six highlights the geotechnical implications of the pedogenic processes of tropical weathering, and it emphasizes the contribution of the results of these pedogenic processes to the deviations of engineering behavior of the problem of laterite soils. In addition, chapter seven discusses the influence of laterite soil genesis on the physic-chemical characteristics based on comparing the properties of three genetic soil groups formed under three different weathering conditions. Chapters eight through nineteen discuss the geotechnical characteristics and evaluation of laterite soils, and the effects of pedogenesis and soil-forming factors on the geotechnical and stabilization characteristics of laterite soils. The last chapter discusses the little information that exists on the application of laterite soils in engineering problems.
Foreword
Preface
Acknowledgements
Chapter 1. Introduction
1.1 Review of definitions of "laterites"
1.1.1 Definition based on hardening property
1.1.2 Chemical definition s
1.1.3 Morphological definitions
1.2 Some limitations of the conventional geotechnical approach to the study of laterite soils
1.3 The significance of pedogenesis in laterite-soil engineering
References
Chapter 2. The characteristics of soil-forming minerals and rocks
2.1 Basic characteristics of rock-forming minerals
2.2 Crystal structure and stability
2.2.1 Olivine group
2.2.2 Pyroxene group
2.2.3 Amphibole group
2.2.4 Mica group
2.2.5 Feldspar group
2.2.6 Quartz
2.2.7 Calcite and dolomite
2.2.8 The iron oxides
2.2.9 Clay minerals
2.3 The characteristics of soil-forming rocks
2.3.1 Igneous rocks
2.3.2 Sedimentary rocks
2.3.3 Metamorphic rocks
2.4 Hardness in the stability of rocks to weathering
2.5 Primary mineral composition in the stability of rocks to weathering
References
Chapter 3. Pedogenic processes of tropical weathering and laterization
3.1 Physical and chemical weathering of rocks and primary minerals
3.2 Physical weathering of rocks
3.3 Chemical weathering of primary minerals
3.3.1 Environments of chemical weathering
3.3.2 Mechanism of chemical breakdown of silicate minerals
3.3.3 Stability of common silicate minerals to weathering
3.3.4 Solubilities and mobilities of common cations
3.3.5 Environments and hydrogen ion concentration
3.4 Leaching as laterite soil-forming process
3.4.1 Rainfall and leaching
3.4.2 Significance of the degree of leaching
3.5 Accumulation of sesquioxides in laterite soils
3.5.1 Relative accumulation of sesquioxides
3.5.2 Absolute accumulation of sesquioxides
3.5.3 Solubility and mobility of sesquioxides
3.5.4 Vertical movements of dissolved sesquioxides
3.5.5 Lateral migration of dissolved sesquioxides
3.5.6 Immobilization of sesquioxides in profiles
3.6 Dehydration of hydrated sesquioxides
3.7 Hydration of dehydrated sesquioxides
References
Chapter 4. Environments of genesis and evolution of laterite soils
4.1 Parent materials and rocks
4.2 Climatic conditions
4.2.1 Temperate conditions
4.2.2 Rainfall conditions
4.3 Vegetational conditions
4.4 Weathering condition and clay content of residual soils
4.5 Topography and drainage conditions
4.6 Environments of secondary minerals in laterite soils
4.6.1 Clay minerals in laterite soils
4.6.2 The residual oxides and hydroxides
4.7 Laterite-soil formation in geological time
References
Chapter 5. Location, morphology and composition of laterite soils
5.1 Significance of geological and pedological data
5.2 Use of aerial photographs
5.3 Use of geophysical exploration techniques
5.3.1 Electrical methods
5.3.2 Seismic methods
5.4 Use of sounding methods
5.5 Significance of topography and colour variations in laterite soils
5.6 Significance of topography and variations in laterite-soil profiles
5.7 Significant characteristics of laterite-soil profiles
5.7.1 Soil layer overlying laterite horizon
5.7.2 Laterite horizon
5.7.3 Soil layers below the laterite horizon
5.8 Field identification of laterite soils
5.9 Morphological characteristics of laterite soils
5.9.1 Genetic-textural characteristics
5.9.2 Colour
5.9.3 Macro-structure
5.9.4 Origin and state at excavation
5.9.5 Relationship to parent materials
5.10 Chemical characteristics of laterite soils
5.11 Secondary minerals in laterite soils
5.11.1 The kaolin group
5.11.2 The illite group
5.11.3 The montmorillonite group
5.11.4 The chlorite group
5.11.5 The vermiculite group
5.11.6 Attapulgite group
5.12 Identification of secondary minerals
5.12.1 Dehydration curves
5.12.2 Differential thermal analysis
5.12.3 X-ray diffraction studies
5.12.4 Dye-adsorption studies
References
Chapter 6. Significant geotechnical implications of the genesis of laterite soils
6.1 Chemical implications
6.2 Mineralogical implications
6.3 Morphological implications
6.4 The significance of morphological characteristics of laterite-soil profiles
6.5 Geotechnical significance of leaching
6.6 Significance of the concentration of sesquioxides in laterite soils
6.6.1 Sesquioxide coatings of clayey constituents
6.6.2 Sesquioxides in the formation of the concretionary structure
6.6.3 Sesquioxides in the induration of laterite soils
6.7 Significance of dehydration of dehydrated sesquioxides and secondary minerals
References
Chapter 7. Physico-chemical characteristics of laterite soils
7.1 Physico-chemical analysis of soils
7.2 Physico-chemical characteristics of laterite soils
7.2.1 pH value
7.2.2 Organic-matter content
7.2.3 Calcium-carbonate content
7.2.4 The cation exchange capacity
7.2.5 The hygroscopic moisture content
7.2.6 Absorption and loss on ignition
References
Chapter 8. Particle-size distribution of laterite soils
8.1 Particle-size analysis of natural soils
8.1.1 Disaggregation and removal of cementitious material in soils
8.1.2 Standard procedures for particle-size analysis of soils
8.2 Particle-size analysis of laterite soils
8.3 Particle-size characteristics of fine-grained laterite soils
8.4 Particle-size characteristics of laterite gravels and gravelly soils
8.5 Conclusions
References
Chapter 9. Specific gravity of solids in laterite soils
9.1 Determination of the specific gravity of natural soils
9.2 Limitations of standard laboratory determinations
9.3 Specific gravity and the density of laterite rocks and pisoliths
9.4 Specific gravity in the identification of laterite soils
References
Chapter 10. Plasticity characteristics of laterite soils
10.1 Plasticity characteristics of natural soils
10.2 Reproducibility of results by standard test procedures for laterite soils
10.3 Clay content and plasticity characteristics of laterite soils
10.4 "Colloidal activity" of laterite soils
10.4.1 "Colloidal activity*'in the identification of laterite soils
10.5 Linear shrinkage of laterite soils
References
Chapter 11. Structure of natural and laterite soils
11.1 Structure of temperate-zone sediments
11.1.1 Single-grain structure
11.1.2 Structure of mixed soils
11.1.3 Structure of clay soils
11.2 Structure of residual soils
11.3 Structure of laterite soils
References
Chapter 12. Standard soil classification systems in laterite-soil engineering
12.1 Particle-size scales
12.2 Textural soil-classification systems
12.3 Textural and plasticity soil-classification systems
12.4 Unified Soil Classification system in the evaluation of natural soils
12.5 Textural classification of normal laterite soils
12.6 Plasticity classification of normal laterite soils
12.6.1 Position of fines in laterite soils on the Casagrande chart
12.7 Clay-size content in the identification and classification of normal laterite soils
12.8 Conclusion
References
Chapter 13. Identification and evaluation of "problem" laterite soils
13.1 Significant genetic characteristics of "problem" laterite soils
13.2 Limitations of standard soil-classification tests
13.3 Pedology in the identification and classification of natural soils
13.4 Identification of laterite soils based upon pedological data
13.4.1 Identification of laterite soils based upon morphological characteristics
13.5 Geotechnical behaviour of problem laterite soils
13.5.1 Sensitivity of drying
13.5.2 Degree of desiccation and potential self-stabilization
13.5.3 Concretionary structure and sensitivity to remoulding
13.6 Geotechnical identification of problem laterite soils
References
Chapter 14. Identification of decomposed rocks for engineering purposes
14.1 Degree of decomposition of rocks
14.2 Identification and evaluation of decomposed rocks
14.2.1 Identification based upon morphological characteristics
14.2.2 Identification based upon secondary minerals content
14.2.3 Identification based upon particle-size characteristics
14.2.4 Identification based upon "saturation moisture" content
14.3 Limitations of standard aggregate tests
14.4 Proposed criteria for evaluating decomposed rock aggregates
14.5 Conclusion
References
Chapter 15. Strength and bearing characteristics of unconsolidated laterite soils
15.1 Evaluation of the shear strength of natural soils
15.2 The shear-strength characteristics of natural soils
15.3 Shear-strength characteristics of laterite soils
15.4 Bearing and penetration characteristics of laterite soils
15.4.1 The California bearing ratio
15.4.2 California bearing ratio of laterite soils
15.4.3 Penetration characteristics of natural and laterite soils
15.4.4 The plate-bearing characteristics of natural and laterite soils
References
Chapter 16. Strength, durability and weathering characteristics of concretionary laterite rocks and pisoliths
16.1 Compressive-strength characteristics
16.2 Chemical composition and mechanical strength
16.3 Physical properties and mechanical strength
16.4 Weathering characteristics
References
Chapter 17. Compressibility and permeability characteristics of natural and laterite soils
17.1 Consolidation and compressibility of natural soils
17.2 Consolidation characteristics of laterite soils
17.3 Permeability of natural soils
17.4 Permeability characteristics of laterite soils
References
Chapter 18. Compaction characteristics of laterite soils
18.1 Compaction characteristics of natural soils
18.2 Compaction characteristics of laterite soils
18.2.1 The significance of genesis and compositional factors
18.2.2 Significance of pretest sample preparations and test procedures
18.3 Effect of compaction on geotechnical characteristics of laterite soils
References
Chapter 19. Stabilization of laterite soils
19.1 Stabilization of natural soils
19.1.1 Mechanical stabilization .
19.1.2 Chemical stabilization
19.2 Stabilization of laterite soils
19.3 Engineering pedology in laterite-soil stabilization
19.4 Significance of soil type and compositional factors in laterite-soil stabilization
19.5 Significance of sample preparation and testing procedures in laterite-soil stabilization
19.6 Effect of stabilization on geotechnical characteristics of laterite soils
19.7 Weathering properties of stabilized laterite soils
References
Chapter 20. Field performance of laterite soils
20.1 Highways and airfield pavements
20.2 Embankments and earthdams
20.3 Stability of slopes
20.4 Foundations of structures
References
Appendix
Explanation of symbols
Conversion of units to International System of Units (S.I.)
Subject index
- No. of pages: 554
- Language: English
- Edition: 1
- Published: November 14, 2012
- Imprint: Elsevier
- Paperback ISBN: 9780444569233
- eBook ISBN: 9780444601230
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