Mechanics of Unsaturated Geomaterials E-Book

• Herausgeber: John Wiley & Sons
• Kategorie: Fachliteratur
• Sprache: Englisch

Seitenzahl: 462

Veröffentlichungsjahr: 2013

Beschreibung

This book provides a sound basis in the challenging area of the mechanics of unsaturated geomaterials. The objective is to supply the reader with an exhaustive overview starting from the basics and covering the most recent theories and applications (i.e. natural disasters, nuclear waste disposal, oil and agriculture productions). The presentation of the fundamental concepts is based on an interdisciplinary approach, in the areas of soil, rock and cement-based material mechanics.

Leseprobe

Table of Contents

Preface

PART I: Fundamental Concepts

Chapter 1: Basic Concepts in the Mechanics and Hydraulics of Unsaturated Geomaterials

1.1. Water retention mechanisms in capillary systems

1.2. Water retention behavior of geomaterials

1.3. Water retention mechanisms in geomaterials and the concept of suction

1.4. Water flow in capillary systems

1.5. Mechanical interactions at the microscale

1.6. Microscopic interpretation of volumetric “collapse” and shear strength

1.7. Bibliography

Chapter 2: Mechanics of Unsaturated Soils

2.1. Introduction

2.2. Stress states

2.3. Thermo-hydro-mechanical behavior of unsaturated soils

2.4. Effective stress in unsaturated soils

2.5. A coupled THM constitutive framework for unsaturated soils

2.6. Conclusion

2.7. Bibliography

Chapter 3: Desiccation Cracking of Soils

3.1. Introduction

3.2. Physical processes involved in desiccation cracking of soils

3.3. Experimental characterization of desiccation process in soils and its controlling variables

3.4. Scenarios of soil desiccation crack pattern formation

3.5. Conclusion

3.6. Bibliography

PART II: Experimental Characterization

Chapter 4: Experimental Techniques for Unsaturated Geomaterials

4.1. Introduction

4.2. Techniques for controlling suction

4.3. Techniques for measuring suction

4.4. Mechanical testing devices

4.5. Concluding remarks

4.6. Bibliography

Chapter 5: New Experimental Tools for the Characterization of Highly Overconsolidated Clayey Materials in Unsaturated Conditions

5.1. Introduction

5.2. Sorption bench

5.3. High pressure THM oedometric cell

5.4. High pressure and high temperature THM triaxial cell

5.5. Conclusions

5.6. Bibliography

Chapter 6: Field Measurement of Suction, Water Content and Water Permeability

6.1. Direct measurement of suction

6.2. Indirect measurement of suction

6.3. Measurement of water content

6.4. Field measurement of water permeability

6.5. Bibliography

PART III: Theoretical Developments

Chapter 7: Hydromechanical Coupling Theory in Unsaturated Geomaterials and Its Numerical Integration

7.1. Introduction — problems to be treated

7.2. Numerical tools: the finite element method

7.3. Coupling various problems

7.4. Acknowledgment

7.5. Bibliography

Chapter 8: Conservation Laws for Coupled Hydro-Mechanical Processes in Unsaturated Porous Media: Theory and Implementation

8.1. Introduction

8.2. Mass and momentum conservation laws

8.3. Balance of energy and the effective stress

8.4. Formulation of boundary-value problem

8.5. Numerical example

8.6. Summary and conclusions

8.7. Acknowledgements

8.8. Bibliography

Chapter 9: Strain Localization Modeling in Coupled Transient Phenomena

9.1. Introduction

9.2. Experimental evidence

9.3. Regularization techniques

9.4. Numerical modeling

9.5. Applications

9.6. Conclusions

9.7. Acknowledgment

9.8. Bibliography

PART IV: Engineering Applications

Chapter 10: Modeling Landslides in Partially Saturated Slopes Subjected to Rainfall Infiltration

10.1. Introduction: the hazard of shallow landslides

10.2. Physical processes in unsaturated soil slopes

10.3. Theoretical framework for unsaturated soils

10.4. Numerical modeling of an unsaturated soil slope subjected to rainfall events

10.5. Conclusion

10.6. Bibliography

Chapter 11: Thermally Induced Moisture Transport and Pore Pressure Generation in Nearly Saturated Geomaterials

11.1. Introduction

11.2. Modeling background

11.3. Coupled heat and moisture diffusion

11.4. Heat-induced moisture transport in a bentonite-sand mixture

11.5. Computational simulations of the behavior of bentonite-sand mixture

11.6. THM processes in a porous medium

11.7. Computational modeling of the THM processes

11.8. Experimental modeling of the THM processes in a cementitious block

11.9. Comparison of experimental results and computational estimates

11.10. Concluding remarks

11.11. Acknowledgments

11.12. Bibliography

Chapter 12: Mechanics of Unsaturated Geomaterials Applied to Nuclear Waste Storage

12.1. Introduction

12.2. THM phenomena in the near field

12.3. Theoretical formulation and coupled analysis

12.4. Coupled THM analyses of the unsaturated barrier and adjacent rock

12.5. Conclusions

12.6. Acknowledgments

12.7. Bibliography

Chapter 13: Soil-Pipeline Interaction in Unsaturated Soils

13.1. Introduction

13.2. Large-scale physical model experiments

13.3. Behavior of unsaturated sands

13.4. Numerical modeling of the behavior of unsaturated sands

13.5. Numerical modeling of the physical model experiments

13.6. Dimensionless force — H/D relationship for pipelines in unsaturated soils

13.7. Conclusions

13.8. Acknowledgments

13.9. Bibliography

Chapter 14: Coefficient B, Consolidation, and Swelling in Fine Soils Near Saturation in Engineering Practice

14.1. Introduction

14.2. Model assumptions

14.3. How to determine the model?

14.4. Why is it interesting for engineers?

14.5. Application to Cubzac-les-Ponts experimental embankment

14.6. Conclusion

14.7. Bibliography

Chapter 15: Geomechanical Analysis of River Embankments

15.1. Introduction

15.2. Design specifications and materials

15.3. Coupled hydro-mechanical modeling

15.4. Simulation and interpretation of experimental data

15.5. Final remarks

15.6. Bibliography

List of Authors

Index

This book is dedicated to the memory of our dear colleague, Dr. Olivier Coussy, who tragically passed away while working on a chapter for this book

First published 2010 in Great Britain and the United States by ISTE Ltd and John Wiley & Sons, Inc.

Apart from any fair dealing for the purposes of research or private study, or criticism or review, as permitted under the Copyright, Designs and Patents Act 1988, this publication may only be reproduced, stored or transmitted, in any form or by any means, with the prior permission in writing of the publishers, or in the case of reprographic reproduction in accordance with the terms and licenses issued by the CLA. Enquiries concerning reproduction outside these terms should be sent to the publishers at the undermentioned address:

ISTE Ltd27-37 St George’s RoadLondon SW19 4EUUKJohn Wiley & Sons, Inc.111 River StreetHoboken, NJ 07030USAwww.iste.co.ukwww.wiley.com© ISTE Ltd 2010 

The rights of Lyesse Laloui to be identified as the author of this work have been asserted by him in accordance with the Copyright, Designs and Patents Act 1988.

Library of Congress Cataloging-in-Publication Data

Mechanics of unsaturated geomaterials / edited by Lyesse Laloui.

p. cm.

Includes bibliographical references and index.

ISBN 978-1-84821-266-4

1. Soil mechanics. 2. Soil moisture. 3. Soil permeability. I. Laloui, Lyesse.

TA710.U684 2010

624.1'5136--dc22

2010015718

British Library Cataloguing-in-Publication Data

A CIP record for this book is available from the British Library

ISBN 978-1-84821-266-4

Preface

An understanding of the mechanics of unsaturated geomaterials has become an important component of the background for a geo-engineer operating in various fields of geomechanics.

Several geotechnical operations, such as compaction and excavation processes, are linked to the mechanics of unsaturated geomaterials. As more than one-third of the Earth’s surface is arid or semirid, in addition to the less extreme cases of seasonal droughts and diurnal variations of the water table in soils, it is obvious that most soils and rocks are in a general state of partial water saturation. In other words, the pore space within geomaterials (e.g. soil, rock, and concrete) is generally filled with water and air. It means that the mechanics and physics of the considered material are those of a three-phase material: solid mineral and two immiscible fluid phases.

Even though most natural and engineered geomaterials are only partially saturated with water, a persistent assumption made in geomechanics and geotechnical engineering over the past decades has been the assumption of complete saturation. The study of the mechanics of unsaturated geomaterials was initiated approximately 50 years ago as a natural extension of the knowledge developed in the conventional areas of the mechanics of (saturated) soils and rocks. The mechanics of saturated geomaterials is primarily based on the concept of effective stress and on the consolidation theory. In the hydromechanical frameworks for saturated materials that have been developed, the pore fluid (water) pressure mainly contributes to the mechanical behavior through the field equations (consolidation theory). Its contribution to the constitutive behavior of the solid skeleton is considered “neutral” (no effect of the pore fluid pressure on the effective material compressibility or strength, for instance). When this particular assumption about materials saturated with a fluid under compression was no longer considered valid, the conventional theories needed to be revised. This was the first major development in defining the mechanics of unsaturated materials. The field equations were found to need an extension to address the effect of the degree of saturation on water permeability and compressibility; the gas flow also had to be considered in some situations. The solid skeleton constitutive behavior must incorporate the effect of the gas pressure, or more specifically, its difference with respect to the liquid pressure, known as suction. In addition, the extension of the effective stress concept to the unsaturated conditions revealed a need to take into account the important contribution of the water retention behavior, linking the degree of saturation to suction.

In the past decade, the advancement of knowledge regarding the mechanics of unsaturated geomaterials has been significant. Some fundamental issues were solved, and important achievements were made in certain areas, including application of the effective stress concept and measurement of volume variations. The multiphysical interactions were then extended to non-isothermal conditions. This spectacular progress in the field also included engineering applications. In many cases, new tools were developed and advanced analysis became possible.

The objective of this book is to supply the reader with an exhaustive overview on new trends in the field of the mechanics of unsaturated geomaterials, starting from the basic issues and covering the most recent theories and applications (i.e. natural disasters and nuclear waste disposal). The presentation of the fundamental concepts is based on an interdisciplinary approach and includes chapters on the topics of soil-, rock-, and cement-based mechanics.

The book begins with the introduction of several fundamental notions concerning the mechanics of unsaturated materials. Basic concepts about the state of water in soils are presented in Chapter 1, and Chapter 2 introduces the concepts of mechanics in unsaturated geomaterials. Chapter 3 reviews the phenomenon of soil cracking during soil desaturation. Part II of the book is devoted to experimental techniques that allow testing of soils and rocks in unsaturated conditions. Chapter 4 reviews the techniques for controlling and measuring suction and presents mechanical testing devices. The characterization of highly overconsolidated clayey unsaturated materials is presented in Chapter 5. Field measurement techniques (of suction, water content, and water permeability) are presented in Chapter 6. In Part III of the book, the main theoretical concepts are established. The numerical treatment of the field equations is emphasized, with special attention devoted to the analysis of the strain localization in coupled transient phenomena. The conservation laws in unsaturated porous materials are discussed in Chapter 7, while the hydromechanical coupling theory and its numerical integration methods are presented in Chapter 8. Strain localization in coupled transient phenomena is the topic of Chapter 9. Part IV of the book presents engineering applications that show the importance of the mechanics of unsaturated geomaterials in many fields of practical interest. Numerical modeling of landslides is investigated in Chapter 10. Moisture transport and pore pressure generation in nearly saturated geomaterials are the main topics of Chapter 11. Chapter 12 deals with application to nuclear waste storage. Chapter 13 reviews experimental results and modeling of soil-pipeline interactions. The engineering behaviors of different unsaturated zones are described in Chapter 14, where the modeling of consolidation and swelling in fine soils is also considered. River embankments are geomechanically analyzed in Chapter 15.

This book was written for postgraduate students, researchers and practitioners in the fields where unsaturated conditions play a fundamental role, such as soil mechanics, soil physics, rock mechanics, petroleum engineering, hydrology, and nuclear waste engineering.

I would like to express my appreciation to all of my colleagues who chose to contribute to this book. Special thanks are due to Prof. Tomasz Hueckel and Prof. Félix Darve for their encouragement, which made the book possible. My thanks are also directed to the Alert Geomaterials network that supported this initiative.

Lyesse LALOUI

June 2010

PART I

Fundamental Concepts

Chapter 1

Basic Concepts in the Mechanics and Hydraulics of Unsaturated Geomaterials1

Unsaturated geomaterials are geomaterials with void spaces partially filled with liquid and partially with gas. The liquid (wetting) phase is an aqueous solution, generically referred to as water, whereas, the gaseous (non-wetting) phase is a mixture of air and water vapor, generically referred to as air. The mutual interaction between these two phases and their interaction with the solid phase plays a key role in the mechanical and hydraulic response of unsaturated geomaterials. The basic mechanisms and thermodynamics of the interaction between the liquid, gaseous, and solid phases are not commonly covered in undergraduate and graduate courses. As a result, students and engineers with geotechnical background may find it difficult to approach the mechanics and hydraulics of unsaturated soils. The purpose of this chapter is to fill this gap and to illustrate the basic elementary mechanisms behind water retention, water flow, and mechanical behavior of unsaturated geomaterials. Special emphasis has been given to capillary mechanisms arising from surface tension at the air-water interface and from the angle formed by the air-water interface at the solid-liquid-gas junction (contact angle). Capillary actions play a major role in the response of unsaturated geomaterials and can conveniently serve as a basis to introduce the most distinctive features of the hydraulic and mechanical response of unsaturated geomaterials.

1.1. Water retention mechanisms in capillary systems

1.1.1. Surface tension, contact angle, and water tension

Liquid surfaces act as if they are in tension as a result of an imbalance between intermolecular attractions at a surface. In bulk liquid, the forces acting on a molecule are effectively equal in all directions and the molecule feels no net force. As a molecule moves to the surface, it loses some nearest neighbors, thus leaving it with unbalanced attractive forces with a downward resultant force (Figure 1.1(a)). For a molecule to stay in the surface region, it must gain excess energy (and entropy) over those in the bulk liquid. This excess energy (surface free energy) is the surface tension and causes the surface to act like a membrane in tension. When in contact with a solid surface, the interface will curve near that surface to form a meniscus. If adhesive forces between solid and liquid prevail on cohesive forces in the liquid, the interface will curve up and will form an angle lower than 90° with the solid surface (Figure 1.1(b)). Contact angles, which are measured through the liquid, lower than 90° are typical for soil water on soil minerals.