HANDBOOK OF TROPICAL RESIDUAL SOILS ENGINEERING
Bujang B.K. Huat, University of Putra Malaysia, Serdang, Malaysia; David G. Toll, University of Durham, Durham, UK; Arun Prasad, Banaras Hindu University, Varanasi, India

Features

The Handbook of Tropical Residual Soils Engineering is a complete reference source and manual for every engineer working on or interested in soil and foundation engineering in tropical areas
almost all aspects of tropical residual soils are treated, including a range of engineering applications
a dedicated part of the book contains regionally and country-specific sections, including typical characteristics, soil conditions and practical cases
includes numerous tables and charts with useful data
Summary

Residual soils are found in many parts of the world. Like other soils, they are used extensively in construction, either to build upon, or as construction material. They are formed when the rate of rock weathering is more rapid than transportation of the weathered particles by e.g., water, gravity and wind, which results in a large share of the soils formed remaining in place. The soils typically retain many of the characteristics of the parent rock. In a tropical region, residual soil layers can be very thick, sometimes extending to hundreds of meters before reaching un-weathered rock. Unlike the more familiar transported sediment soil, the engineering properties and behaviour of tropical residual soils may vary widely from place to place depending upon the rock of origin and the local climate during their formation; and hence and are more difficult to predict and model mathematically. Despite the abundance and significance our knowledge and understanding of these soils is not as extensive as that of transported sediment soil.

Written by residual soil specialists from various parts of the world, this unique handbook presents data, knowledge and expertise on the subject. It provides insight into the engineering behaviour of tropical residual soils, which will be applicable to small or extensive construction works worldwide on such soils. This book covers almost all aspects of residual soils, from genesis, classification, formation, sampling and testing to behaviour of weakly bonded and unsaturated soil, volume change and shear strength. It features chapters on applications in slopes and foundation, as well as dedicated parts on residual soils in India, Hong Kong and Southeast Asia. A large number of graphs, tables, maps and references throughout the text provide further detail and insight.

This volume is intended as a reference guide for practitioners, researchers and advanced students in civil, construction and geological engineering. Unique in its coverage of the subject, it may serve as a standard that benefits every engineer involved in geological, foundation and construction work in tropical residual soils.

Table of Contents

1 Introduction 1.1 Aim and scope
1.2 Soils
1.3 Residual soils
1.4 Geographical occurrence of residual soils
1.5 Climate, classification systems and regions
1.6 Distribution of tropical residual soils
1.7 Engineering peculiarities of tropical residual soils
References
2 Formation and classification of tropical residual soils 2.1 Introduction
2.2 Residual soils
2.2.1 Origin and general features of residual soils
2.2.2 Formation of residual soils
2.3 Formation of tropical residual soils
2.4 Characteristics of tropical residual soils
2.4.1 Development of a weathered profile
2.4.2 Chemical alteration and composition of the weathered profile
2.5 Pedogenetic classification of tropical residual soils
2.6 Definition and classification of tropical residual soils in civil engineering practice
2.6.1 Definitions of residual soils
2.6.2 Pertinent aspects of classifications of tropical residual soils for engineering practice
2.7 Examples of residual soils over different rock types
2.7.1 Profiles over igneous rocks
2.7.2 Profiles over sedimentary rocks
2.7.3 Profiles over metamorphic rocks
2.8 Conclusions
References
3 Sampling and testing of tropical residual soils 3.1 Introduction
3.2 Sampling
3.3 Laboratory testing
3.4 In-situ tests
3.5 Summary and conclusions
References
4 The behaviour of unsaturated soil 4.1 Introduction
4.2 Suction
4.2.1 Components of suction
4.2.2 Axis translation
4.2.3 The suction scale
4.2.4 Limiting suctions
4.2.5 Suction measurement
4.3 Water retention behaviour
4.4 Shear behaviour
4.4.1 Stress state variables
4.4.2 The extended Mohr-Coulomb failure criteria
4.5 Volume change
4.5.1 Shrinkage
4.5.2 Swelling
4.5.3 Combining changes in volume and water content
4.5.4 Collapse
4.6 Permeability
4.6.1 Water permeability (hydraulic conductivity)
4.6.2 Air permeability (air conductivity)
References
5 Volume change of tropical residual soils
5.1 Introduction
5.2 Swelling and shrinkage
5.3 Collapsible residual soils
References
6 Shear strength model for tropical residual soil 6.1 Introduction
6.2 Development of soil shear strength models
6.3 Laboratory measurement of shear strength using triaxial apparatus
6.4 Conclusions
References
7 Slopes
7.1 Introduction
7.2 Geological factors of slope behaviour
7.3 Geology and mode of slope failure
7.4 Landslide classification
7.5 Landslide triggering mechanisms
7.6 Stability analyses
7.7 Remedial measures for soil and rock slopes
References
8 Foundations: Shallow and deep foundations, unsaturated conditions, heave and collapse, monitoring and proof testing 8.1 Introduction
8.2 Direct (shallow) foundations
8.2.1 Solutions to foundations on residual soils – factors that affect the concept
8.2.2 Particular conditions in residual soils
8.2.3 Main demands for the guarantee of structural limit state conditions
8.3 Foundations on unsaturated soils
8.3.1 Shallow foundations on collapsible soils
8.3.2 Deep foundations on collapsible soils
8.3.3 Mitigation measures
8.3.4 Recent research and developments for dealing with collapsible soils
8.3.5 Shallow foundations on expansive soils
8.3.6 Characterisation by swell strains
8.3.7 Types of foundation that are used in expansive soils
8.3.8 Mitigation and preventive measures
8.3.9 Case histories
8.4 Indirect (deep) foundations
8.4.1 General concepts
8.4.2 Pile design
References
Standards, government and official publications
Bibliography
9 Residual soils of Hong Kong
9.1 General descriptions of decomposed rocks in Hong Kong
9.2 In-situ test sites and sampling locations
9.3 Sampling methods and preparation procedures
9.4 Stress-dependent soil–water characteristic curves (SDSWCC)
9.5 In-situ permeability function
9.6 Small strain shear stiffness
9.7 Shear strength of unsaturated saprolites
9.8 Summary
References
10 Residual soils of India 10.1 Introduction
10.2 The Archaean group
10.3 Climate
10.4 Distribution of residual soils
10.5 Physico-chemical properties
10.6 Geotechnical engineering data
References
11 Residual soils of Southeast Asia 11.1 Introduction
11.2 Residual soils of Malaysia
11.2.1 Engineering applications and problems
11.3 Residual soils of Thailand
11.3.1 Engineering applications and problems
11.4 Residual soils of Singapore
11.4.1 Engineering applications and problems
References

Observaciones   2012
Medidas   17x24
Paginas  560
Precio   170,00 Euros

GEOTECNICAL ASPECT OF UNDERGROUND CONSTRUCTION IN SOFT GROUND
Giulia Viggiani, Università di Roma Tor Vergata, Italy


Geotechnical Aspects of Underground Construction in Soft Ground contains a collection of 118 papers, four reports on symposium themes, and four invited lectures presented at the seventh International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, held in (Rome, Italy, 16-18 May 2011).
The symposium was organized by the Technical Committee TC28: "Underground Construction in Soft Ground" of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). This is the latest in a series which began in New Delhi in 1994 and was followed by symposia in London (1996), Tokyo (1999), Toulouse (2002), Amsterdam (2005), and Shanghai (2008). The Rome symposium was organised by the Italian Geotechnical Society (AGI) under the auspices of the ISSMGE and the Italian Ministry for Public Works, and sponsored by various national and international companies.
Delegates from 30 countries discussed the contributions of researchers and engineers involved in research, design, and construction of underground works in soft ground. The contributions cover:
- Construction, design, and measured performance of bored tunnels
- Physical and numerical modelling of deep excavations and bored tunnels
- Construction, design, and measured performance of deep excavations
- Design methods and predictive tools for deep excavations and bored tunnels
- Ground movements, interaction with existing structures and mitigation measures
The general reports give an overview of the papers listed in the symposium’s technical sessions. The proceedings include the written version of the four invited lectures covering topics ranging from the geotechnical aspects of construction of the new Mexico City deep sewerage system (as a special contribution of TC214 "Soft Soils"), to the long-term settlement mechanisms of tunnels in Shanghai, the lessons learned from the deep excavations for the North-South Line in Amsterdam, and the evaluation of the effects of tunnel excavation on historical buildings, drawing on experience gathered during construction of subway line C in Rome.
As for the previous editions, Geotechnical Aspects of Underground Construction in Soft Ground provides a valuable source of reference on the current practice of analysis, design, and construction of tunnels and deep excavations in soft ground. The book aims in particular at academics and professionals interested in geotechnical and underground engineering.

Observaciones  A la venta 1 de Septiembre  ( RESERVE SU EJEMPLAR )
Medidas   17x24
Paginas    900 ( + CD.ROM )
Precio   380,00 Euros