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Books > Professional & Technical > Civil engineering, surveying & building > Structural engineering > Soil & rock mechanics
This book focuses on the fundamentals of rock mechanics as a basis
for the safe and economical design and construction of tunnels,
dam foundations and slopes in jointed and anisotropic rock.
It is divided into four main parts:
- Fundamentals and models
- Analysis and design methods
- Exploration, testing and monitoring
- Applications and case histories.
The rock mechanical models presented account for the influence of
discontinuities on the stress-strain behavior and the permeability
of jointed rock masses.
This book is for:
- Civil- and Mining-Engineers
- Geologists
- Students in the related fields
Solid design and craftsmanship are a necessity for structures and
infrastructures that must stand up to natural disasters on a
regular basis. Continuous research developments in the engineering
field are imperative for sustaining buildings against the threat of
earthquakes and other natural disasters. Performance-Based Seismic
Design of Concrete Structures and Infrastructures is an informative
reference source on all the latest trends and emerging data
associated with structural design. Highlighting key topics such as
seismic assessments, shear wall structures, and infrastructure
resilience, this is an ideal resource for all academicians,
students, professionals, and researchers that are seeking new
knowledge on the best methods and techniques for designing solid
structural designs.
Geotechnical Aspects of Underground Construction in Soft Ground
comprises a collection of 112 papers, the Fujita Lecture, three
Special Lectures and the Bright Spark Lecture presented at the
Tenth International Symposium on Geotechnical Aspects of
Underground Construction in Soft Ground, held in Cambridge, United
Kingdom, 27-29 June 2022. This second edition includes four general
reports on the symposium themes. The symposium 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), Shanghai (2008), Rome (2011), Seoul (2014) and Sao Paulo
(2017). This was organised by the Geotechnical Research Group at
the University of Cambridge, under the auspices of the Technical
Committee TC204 of the International Society for Soil Mechanics and
Geotechnical Engineering (ISSMGE). Geotechnical Aspects of
Underground Construction in Soft Ground includes contributions from
more than 25 countries on research, design and construction of
underground works in soft ground. The contributions cover: Field
case studies Sensing technologies and monitoring for underground
construction in soft ground Physical and numerical modelling of
tunnels and deep excavations in soft ground Seismic response of
underground infrastructure in soft ground Design and application of
ground improvement for underground construction Ground movements,
interaction with existing structures and mitigation measures The
general reports give an overview of the papers submitted to the
symposium, covered in four technical sessions. The proceedings
include the written version of the five invited lectures covering
topics ranging from developments in geotechnical aspects of
underground construction, tunnelling and groundwater interaction
(short and long-term effects), the influence of earth pressure
balance shield tunnelling on pre-convergence and segmental liner
loading (field observations, modelling and implications on design).
Similar to previous editions, Geotechnical Aspects of Underground
Construction in Soft Ground represents a valuable source of
reference on the current practice of analysis, design, and
construction of tunnels and deep excavations in soft ground. The
book is particularly aimed at academics and professionals
interested in geotechnical and underground engineering.
New Edition: Introduction to Computational Earthquake Engineering
(3rd Edition)Introduction to Computational Earthquake Engineering
covers solid continuum mechanics, finite element method and
stochastic modeling comprehensively, with the second and third
chapters explaining the numerical simulation of strong ground
motion and faulting, respectively. Stochastic modeling is used for
uncertain underground structures, and advanced analytical methods
for linear and non-linear stochastic models are presented. The
verification of these methods by comparing the simulation results
with observed data is then presented, and examples of numerical
simulations which apply these methods to practical problems are
generously provided. Furthermore three advanced topics of
computational earthquake engineering are covered, detailing
examples of applying computational science technology to earthquake
engineering problems.
This book is designed to serve as a comprehensive resource on
cellular confinement systems or geocells, covering technologies and
their applications in geotechnical engineering. The book discusses
all aspects of geocells and related technologies, and covers the
subjects from conceptual basics to recent advances. The chapters of
this book are written by renowned international experts and its
contents include detailed case studies from both academic and
industry experts. This book is a one-stop reference work for
academicians, students, and practicing engineers in the global
geotechnical community.
Contents: Introduction to modelling. Models as appropriate simplifications of reality. Examples of models used in engineering. Characteristics of soil behaviour. Volumetric response. Stress level dependency. Stress history dependency. Implications for modelling. Physical modelling. Scaling laws. Compromises to address soil behavoiur. Possibilities of single gravity modelling. Interpretation of single gravity laboratory models. Interpretation of full scale modelling. Examples of single gravity models. Centrifuge modelling. Scaling laws revisited. Types of centrifuges. Design of centrifuge models. Interpretation of centrifuge models. Examples of centrifuge models. Theoretical modelling. Simple models which do not require extensive numerical programs. Elastic analysis. Embedded wall - mobilisation model. Numerical modelling. Basics of numerical analysis. Finite elements. Finite difference. Assumptions and specifications. Soil constitutive modelling. Elastic models. Elastic-perfectly plastic models. Elastic-hardening plastic models. Elastic-kinematic hardening plastic models. Modelling non-monotonic loading. Soil stiffness. Selection of soil properties. Soil structure interaction. Serviceability calculations. Effect of choice of soil model on pattern of deformations. Flexible footing. Flexible retaining wall. Tunnel lining. Pile under lateral loading. Examples of numerical modelling. Examples where traditional design approaches have difficulty. Stage construction of embankments. Earthquake loading. Conclusion. What to expect from geotechnical modelling. What not to expect from geotechnical modelling. Future developments. Elastic-kinematic hardening plastic models. Modelling non-monotonic loading. Soil stiffness. Selection of soil properties. Soil Structure interaction. Serviceability calculations. Effect of choice of soil model on pattern of deformations. Flexible footing. Flexible retaining wall. Tunnel lining. Pile under lateral loading. Examples of numerical modelling. Examples where traditional design approaches have difficulty. Stage construction of embankments. Earthquake loading. Conclusion. What to expect from geotechnical modelling. What not to expect from geotechnical modelling. Future developments.
The consequences of a large dam failing can be disastrous.
However, predicting the performance of concrete dams during
earthquakes is one of the most complex and challenging problems in
structural dynamics. Based on a nonlinear approach, "Seismic Safety
Evaluation of Concrete Dams" allows engineers to build models that
account for nonlinear phenomena such as vertical joint slippage,
cracks, and cavitation. This yields more accurate estimates.
Advanced but readable, this book is the culmination of the work
carried out by Tsinghua University Research Group on Earthquake
Resistance on Dams over the last two decades.
Nonlinearity characteristics of high concrete dams, seismic
analysis methods, evaluation models
A systematic approach to nonlinear analysis and seismic safety
evaluation of concrete dams
Includes nonlinear fracture of dam-water-foundation interaction
system, dynamic fluid-structure and
Covers soil-structure interactions, and meso-scale mechanical
behavior of concrete are all international front issues of the
field.
This volume presents select papers presented at the 7th
International Conference on Recent Advances in Geotechnical
Earthquake Engineering and Soil Dynamics. The papers discuss
advances in the fields of soil dynamics and geotechnical earthquake
engineering. Some of the themes include seismic risk assessment,
engineering seismology, wave propagation, remote sensing
applications for geohazards,engineering vibrations, etc. A strong
emphasis is placed on connecting academic research and field
practice, with many examples, case studies, best practices, and
discussions on performance based design. This volume will be of
interest to researchers and practicing engineers alike.
This book comprises select proceedings of the annual conference of
the Indian Geotechnical Society. The conference brings together
research and case histories on various aspects of geotechnical and
geoenvironmental engineering. The book presents papers on
geotechnical applications and case histories, covering topics such
as (i) Characterization of Geomaterials and Physical Modelling;
(ii) Foundations and Deep Excavations; (iii) Soil Stabilization and
Ground Improvement; (iv) Geoenvironmental Engineering and Waste
Material Utilization; (v) Soil Dynamics and Earthquake Geotechnical
Engineering; (vi) Earth Retaining Structures, Dams and Embankments;
(vii) Slope Stability and Landslides; (viii) Transportation
Geotechnics; (ix) Geosynthetics Applications; (x) Computational,
Analytical and Numerical Modelling; (xi) Rock Engineering,
Tunnelling and Underground Constructions; (xii) Forensic
Geotechnical Engineering and Case Studies; and (xiii) Others
Topics: Behaviour of Unsaturated Soils, Offshore and Marine
Geotechnics, Remote Sensing and GIS, Field Investigations,
Instrumentation and Monitoring, Retrofitting of Geotechnical
Structures, Reliability in Geotechnical Engineering, Geotechnical
Education, Codes and Standards, and other relevant topics. The
contents of this book are of interest to researchers and practicing
engineers alike.
Solid design and craftsmanship are a necessity for structures and
infrastructures that must stand up to natural disasters on a
regular basis. Continuous research developments in the engineering
field are imperative for sustaining buildings against the threat of
earthquakes and other natural disasters. Recent Challenges and
Advances in Geotechnical Earthquake Engineering provides innovative
insights into the methods of structural engineering techniques, as
well as disaster management strategies. The content within this
publication represents the work of rock fracturing, hazard
analysis, and seismic acceleration. It is a vital reference source
for civil engineers, researchers, and academicians, and covers
topics centered on improving a structure's safety, stability, and
resistance to seismic hazards.
Blast Mitigation: Experimental and Numerical Studies covers both
experimental and numerical aspects of material and structural
response to dynamic blast loads and its mitigation. The authors
present the most up-to-date understanding from laboratory studies
and computational analysis for researchers working in the field of
blast loadings and their effect on material and structural failure,
develop designs for lighter and highly efficient structural members
for blast energy absorption, discuss vulnerability of underground
structures, present methods for dampening blast overpressures,
discuss structural post blast collapse and give attention to
underwater explosion and implosion effects on submerged
infrastructure and mitigation measures for this environment.
This book offers a practical reference guide to soft rock mechanics
for engineers and scientists. Written by recognized experts, it
will benefit professionals, contractors, academics, researchers and
students working on rock engineering projects in the fields of
civil engineering, mining and construction engineering. Soft Rock
Mechanics and Engineering covers a specific subject of great
relevance in Rock Mechanics - and one that is directly connected to
the design of geotechnical structures under difficult ground
conditions. The book addresses practical issues related to the
geomechanical properties of these types of rock masses and their
characterization, while also discussing advances regarding in situ
investigation, safety, and monitoring of geotechnical structures in
soft rocks. Lastly, it presents important case histories involving
tunnelling, dam foundations, coal and open pit mines and
landslides.
For undergraduate courses in Introduction to Soils, Fundamentals of
Soil Science, and Soil Management. With an emphasis on the
fundamentals, this book explores the important world of soils and
the principles that can be used to minimize the degradation and
destruction of one of our most important natural resources. Fully
updated in this edition, it includes the latest information on soil
colloids; nutrient cycles and soil fertility; and soils and
chemical pollution. This edition is filled with hundreds of new
figures and photos and continues to use examples from many fields,
including agriculture, forestry, and natural resources. Taking an
ecological approach, it emphasizes how the soil system is
interconnected and the principles behind each soil concept.
This book gathers 23 papers by top experts from 11 countries,
presented at the 3rd Houston International Forum: Concrete
Structures in Earthquake. Designing infrastructures to resist
earthquakes has always been the focus and mission of scientists and
engineers located in tectonically active regions, especially around
the "Pacific Rim of Fire" including China, Japan, and the USA. The
pace of research and innovation has accelerated in the past three
decades, reflecting the need to mitigate the risk of severe damage
to interconnected infrastructures, and to facilitate the
incorporation of high-speed computers and the internet. The
respective papers focus on the design and analysis of concrete
structures subjected to earthquakes, advance the state of knowledge
in disaster mitigation, and address the safety of infrastructures
in general.
This special issue collects selected contributions (excluding
general lectures) of a Symposium on "Micro to MACRO Mathematical
Modelling in Soil Mechanics", which took place at the University of
Reggio Calabria, Italy, from May 29th to June 1st, 2018. The
Symposium provided an opportunity to enhance the scientific debate
on the construction of mathematical models for the description of
the physical behaviour of soils, as well as on the suggestions
provided by the micro-mechanical observation of the matter. The
focus was on the comparison between the appropriateness of models
and the need of mathematics to obtain rigorous results, which
involves know-how from applied mathematical physics, geotechnical
engineering and mechanics of solids. The contributions were
selected by the Editors and the other Members of the Scientific
Committee of the Symposium: Gianfranco Capriz (Pisa, Roma), Claudio
di Prisco (Milan), Wolfgang Ehlers (Stuttgart), James T. Jenkins
(Cornell), Stefan Luding (Twente), David Muir Wood (Dundee),
Kenichi Soga (Berkeley).
This monograph is concerned with free-boundary problems of partial
differential equations arising in the physical sciences and in
engineering. The existence and uniqueness of solutions to the
Hele-Shaw problem are derived and techniques to deal with the
Muskat problem are discussed. Based on these, mathematical models
for the dynamics of cracks in underground rocks and in-situ
leaching are developed. Contents Introduction The Hele-Shaw problem
A joint motion of two immiscible viscous fluids Mathematical models
of in-situ leaching Dynamics of cracks in rocks Elements of
continuum mechanics
This is the third book in a series on Computational Methods in
Earthquake Engineering. The purpose of this volume is to bring
together the scientific communities of Computational Mechanics and
Structural Dynamics, offering a wide coverage of timely issues on
contemporary Earthquake Engineering. This volume will facilitate
the exchange of ideas in topics of mutual interest and can serve as
a platform for establishing links between research groups with
complementary activities. The computational aspects are emphasized
in order to address difficult engineering problems of great social
and economic importance.
This book gathers the main research findings on monotonic, cyclic
and postcyclic shear behavior of low-plasticity. Drawing on the
low-plasticity silt from the Mississippi River Valley, it
determines that the silt's critical state line can be changed due
to liquefaction, and thus offers valuable insights and reference
data for further investigations on soil mechanics and engineering
applications to verify the above research findings. Low-plasticity
silt with a plasticity index of less than 10, though commonly found
around the world, nonetheless differs greatly from sand and clay in
terms of its shear behavior. Failure to take into account the
differences in shear characteristics between silt, clay and sand
will lead to overconservative designs of offshore structures. In
particular, dynamic loading from earthquakes, trains and ocean
waves can set off the liquefaction of low-plasticity silt, and with
it, major disasters and losses of properties. Additionally, some
civil infrastructures have failed not only due to cyclic loading
during an earthquake, but also due to reduction of shear strength
or stiffness after that.
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