Breadcrumbs Section. Click here to navigate to respective pages.

Book

Book

# Physical Modelling in Geotechnics, Two Volume Set

DOI link for Physical Modelling in Geotechnics, Two Volume Set

Physical Modelling in Geotechnics, Two Volume Set book

# Physical Modelling in Geotechnics, Two Volume Set

DOI link for Physical Modelling in Geotechnics, Two Volume Set

Physical Modelling in Geotechnics, Two Volume Set book

#### Get Citation

## ABSTRACT

This book results from the 7th ICPMG meeting in Zurich 2010 and covers a broad range of aspects of physical modelling in geotechnics, linking across to other modelling techniques to consider the entire spectrum required in providing innovative geotechnical engineering solutions.Topics presented at the conference:Soil - Structure - Interaction;

## TABLE OF CONTENTS

part 1|2 pages

Keynotes and TC 2 contributions

chapter 1|20 pages

#### Keynotes and TC 2 contributions Physical modelling of natural hazards

chapter |22 pages

#### Recent trends in geotechnical earthquake engineering experimentation

chapter |22 pages

#### Physical modelling of soft ground problems

chapter |12 pages

#### Physical modelling with industry—overview of practices and benefits

chapter |6 pages

#### Development of teaching resources for physical modelling community

chapter |6 pages

#### STREAM: A method to facilitate efficient data exchange and archiving

part 2|2 pages

Similitude

chapter |6 pages

#### A virtual rain simulator for droplet transport in a centrifuge

chapter |6 pages

#### Potentialities and challenges of centrifuge modelling on unsaturated soils

chapter |6 pages

#### Influence of fluid viscosity on the response of buried structures in earthquakes

chapter |6 pages

#### Use of automatic sand pourers for loose sand models

chapter |6 pages

#### Physical modeling of kinematic pile-soil interaction under seismic conditions

chapter |6 pages

#### Stiffness design for granular materials—a theoretical and experimental approach

chapter |6 pages

#### Modelling precast concrete piling for use in the geotechnical centrifuge

chapter |6 pages

#### Centrifuge modeling of a sensitive clay slope for simulation of strain softening

chapter |6 pages

#### The influence of coloured dyes on the undrained shear strength of kaolin

chapter |6 pages

#### Improving model quality through computer controlled saturation

chapter |6 pages

#### Effects of rigid sidewall of specimen container on seismic behaviour

chapter |8 pages

#### Piping: Centrifuge experiments on scaling effects and levee stability

chapter |6 pages

#### Applicability of two stage scaling in dynamic centrifuge tests on saturated sand deposits

chapter |6 pages

#### Thickness effects on long-term consolidation by means of inter-connected oedometers

part 3|2 pages

Physical modelling facilities

chapter 3|6 pages

#### Physical modelling facilities Development of a low cost teaching centrifuge

chapter |6 pages

#### Retrofits to COPPE mini-drum geotechnical centrifuge

chapter |6 pages

#### Development of a large calibration triaxial cell with dual load actuator

chapter |6 pages

#### Development of a large geotechnical centrifuge at Zhejiang University

chapter |6 pages

#### A miniature high speed wireless data acquisition system for geotechnical centrifuges

chapter |4 pages

#### An experimental setup for the investigation of tamper geometry effects

chapter |6 pages

#### Development of a 2D servo-actuator for novel centrifuge modelling

chapter |6 pages

#### Development of a horizontal and vertical shaker for the IWHR 450 g-ton centrifuge

chapter |4 pages

#### A new geotechnical centrifuge at the University of Tehran, I.R. Iran

chapter |6 pages

#### Establishing a beam centrifuge facility at the Institute of Technology, Sligo, Ireland

chapter |6 pages

#### Mobile tray for simulation of 3D load transfer in pile-supported earth platforms

chapter |6 pages

#### The drizzle method for sand sample preparation

chapter |6 pages

#### The UENF geotechnical centrifuge facility

chapter |6 pages

#### The Josef UEF—a new location for “in-situ” physical modelling

chapter |6 pages

#### Development of a circulating system for water supply in centrifuge model tests

part 4|2 pages

New equipment, sensors and experimental techniques

chapter 4|8 pages

#### New equipment, sensors and experimental techniques Centrifuge modeling of soil atmosphere interaction using a climatic chamber

chapter |6 pages

#### Design of experimental setup for 1 g seismic load tests on anchored retaining walls

chapter |6 pages

#### Applications of high speed photography in dynamic tests

chapter |6 pages

#### Particle Image Velocimetry analysis in dynamic centrifuge tests

chapter |6 pages

#### Development of a multiple-axis actuator control system

chapter |6 pages

#### A wireless data acquisition system to monitor centrifuge pile installation

chapter |6 pages

#### Fibre optic cable and micro-anchor pullout tests in sand

chapter |6 pages

#### The use of optical fibre sensors in a geotechnical centrifuge for reinforced slopes

chapter |6 pages

#### Development of V tomography testing system for geotechnical centrifuge experiments

chapter |6 pages

#### Distributed testing of soil-structure systems using web-based applications

chapter |6 pages

#### Earthquake motion selection and calibration for use in a geotechnical centrifuge

chapter |6 pages

#### An exploratory study on using miniature sensors to monitor landslide motion

chapter |6 pages

#### Observing and measuring arching in ideal and natural granular materials

chapter |4 pages

#### Large-scale physical model for simulation of artificial ground freezing with seepage flow

chapter |6 pages

#### Wireless data transmission in geotechnical centrifuge applications

chapter |6 pages

#### Experience using MEMS-based accelerometers in dynamic testing

chapter |6 pages

#### Advanced sensing in geotechnical centrifuge models

chapter |4 pages

#### Development of train loading device and testing on sandy and clay models

chapter |6 pages

#### Measurement of landslide acceleration using PIV image analysis

chapter |6 pages

#### Free type bender elements for characterizing soil in centrifuge model tests

part 5|2 pages

Excavations and retaining structures

chapter 5|6 pages

#### Excavations and retaining structures Physical modelling of L-shaped retaining walls

chapter |6 pages

#### Physical modelling of flexible retaining walls under seismic actions

chapter |6 pages

#### New ideas for reducing seismic displacement of gravity quay walls

chapter |6 pages

#### Earth pressure at rest of expansive soil against retaining wall

chapter |6 pages

#### Deformation behavior of a reinforced soil wall constructed on soft ground

chapter |8 pages

#### Breaking failure and internal stability analysis of geosynthetic reinforced earth walls

chapter |6 pages

#### Fresh concrete pressure induced during concreting a diaphragm wall panel

chapter |6 pages

#### Evaluation of damage in saturated reinforced soil walls due to earthquake

chapter |6 pages

#### Centrifuge modeling of deep excavation in soft clay

chapter |6 pages

#### Centrifuge modeling of shored mechanically stabilized earth walls

chapter |6 pages

#### Case study on a deep excavation in soft ground by centrifuge model tests

chapter |6 pages

#### Dynamic earth pressures and earth pressure cell measurements

chapter |6 pages

#### Influence of an anchor head on detection of soil anchorage load

chapter |6 pages

#### Seismic loads for evaluating internal stability of cantilevered retaining walls

chapter |6 pages

#### Effect of fabric anisotropy on seismic response of a retaining wall

chapter |6 pages

#### Centrifuge modeling of the influence of basement excavation on existing tunnels

part 6|2 pages

Tunnels

chapter 6|6 pages

#### Tunnels Modeling face stability of a shallow tunnel in a geotechnical centrifuge

chapter |6 pages

#### Methods of measurement of displacement of a model tunnel in centrifuge tests

chapter |6 pages

#### Centrifuge modelling of the response of buildings to tunnelling

chapter |6 pages

#### Study on tunnelling induced ground deformation in reinforced soils

chapter |8 pages

#### Dynamic centrifuge tests on shallow tunnel models in dry sand

chapter |6 pages

#### Centrifuge modelling on long-term behaviour of tunnels in transitional ground

chapter |6 pages

#### Experimental study into tunnel face collapse in sand

chapter |6 pages

#### Model tests for the evaluation of formation and expansion of a cavity in the ground

chapter |6 pages

#### Local deformation characteristics of a cavity in model ground

chapter |6 pages

#### Modeling of tunnel lining deformation due to face instability

chapter |6 pages

#### Centrifuge modelling of passive failure of tunnel face in saturated sand

chapter |6 pages

#### Physical model testing on earth pressure balance shield machine tunnelling in sand strata

chapter |6 pages

#### Centrifuge modelling of a steel pipe umbrella arch for tunnelling in clay

part 7|2 pages

Pipelines

chapter 7|6 pages

#### Pipelines Investigation of axial/lateral interaction of pipes in dense sand

chapter |8 pages

#### Model tests on behaviour of buried pipes in a large soil chamber under cyclic loading

chapter |6 pages

#### Centrifuge and discrete element modelling of tunnelling effects on pipelines

chapter |6 pages

#### Experimental study of buried plastic pipes in reinforced soil under cyclic-loads

chapter |6 pages

#### Soil-pipeline behaviour in lateral buckling on dense sand

chapter |6 pages

#### Centrifuge model tests on the dynamic response of sewer trunk culverts

chapter |6 pages

#### Full-scale testing of buried extensible pipes subject to axial soil loading

chapter |8 pages

#### Dynamic response of sewer pipes buried in sloping-sided ditches

part 8|2 pages

Shallow foundations

chapter 8|6 pages

#### Shallow foundations Centrifuge modelling of the interaction between fault rupture and rows of rigid, shallow foundations

chapter |6 pages

#### Centrifuge modelling of the behaviour of flexible raft foundations on clay and sand

chapter |6 pages

#### Bearing capacity of shallow foundations on slopes: Experimental analysis on reduced scale models

chapter |6 pages

#### Centrifuge modelling of bridge system with rocking footings

chapter |6 pages

#### Cyclic load testing facility for pavement model testing

chapter |6 pages

#### Incremental cyclic load on footing: Coefficient of elastic uniform compression of sand

chapter |6 pages

#### An experimental study on the instability of drill rigs during self propelling in site

chapter |6 pages

#### Cyclic deformations of foundations for offshore wind turbine structures

part 9|2 pages

Single piles

chapter 9|6 pages

#### Single piles Physical modelling for pile foundation re-use

chapter |6 pages

#### Physical model testing and FE analyses of base resistance of bored piles in sand

chapter |6 pages

#### Full-field stress and strain measurements during pile installation

chapter |6 pages

#### Predicting axial pile load capacity

chapter |6 pages

#### On the shaft capacity of non-displacement piles in sand from centrifuge tests

chapter |6 pages

#### Modelling helical screw piles in clay using a transparent soil

chapter |6 pages

#### Field tests using an instrumented model pipe pile in sand

chapter |6 pages

#### Bearing capacity of CHD piles compared to traditional piling techniques in sand

chapter |6 pages

#### Centrifuge model tests on suction pile pullout loading capacity in sand

chapter |6 pages

#### Large-scale model tests on uplift ultimate capacity of enlarged base piles

chapter |6 pages

#### Measurement of soil displacements near a cylindrical penetrometer

chapter |6 pages

#### Influence of pile tip geometry on soil displacements around driven piles in layered ground

chapter |6 pages

#### Model tests for reducing installation forces in jacked sheet piling

chapter |6 pages

#### Conceptual techniques for full-scale physical modeling of pressed-in pile behavior

chapter |6 pages

#### An investigation of the performance of a monopiled-footing foundation

chapter |6 pages

#### The effect of pile shape on the horizontal shaft stress during installation in sand

chapter |6 pages

#### Physical modelling of helical screw piles in sand

chapter |6 pages

#### In-flight investigation of excavation effects on smooth single piles

part 10|2 pages

Pile groups

chapter 10|6 pages

#### Pile groups An experimental investigation on interference of piled rafts in soft soil

chapter |6 pages

#### The deformation pattern around a pile group under lateral loading in sand

chapter |6 pages

#### An experimental study of the vertical bearing mechanism of piled raft foundations

chapter |8 pages

#### Mechanical behavior of piled raft foundation in sand subjected to static horizontal load

part 11|2 pages

Piles under cyclic and dynamic loads

chapter 11|6 pages

#### Piles under cyclic and dynamic loads Far-field seismic soil-pile-raft interaction in normally consolidated kaolin clay

chapter |6 pages

#### Measuring the apparent density change near a cyclically loaded displacement pile in sand

chapter |6 pages

#### Centrifuge experiments on laterally loaded piles with wings

chapter |8 pages

#### Effects of inclined piles on the seismic performances of pile groups

chapter |8 pages

#### Stress paths measured around a cyclically loaded pile in a calibration chamber

chapter |6 pages

#### Pore pressure measurements during rapid pile load tests in a geotechnical centrifuge

chapter |6 pages

#### Pile-sheet pile combined foundation subjected to lateral and moment loading

chapter |6 pages

#### Static and cyclic lateral pile behavior in clay

chapter |6 pages

#### Centrifuge modelling of a laterally cyclic loaded pile

chapter |6 pages

#### Centrifuge modelling of mono-pile under cyclic lateral loads

chapter |8 pages

#### Static and cyclic lateral response of battered piles in clay

chapter |6 pages

#### An experimental investigation of piles in sand subjected to lateral cyclic loads

chapter |6 pages

#### Design of an instrumented model pile for axial cyclic loading

chapter |6 pages

#### P-y curves on model piles: Uncertainty identification

chapter |6 pages

#### Investigation of the self-healing effect of monopile foundations

part 12|2 pages

Off shore systems

chapter 12|8 pages

#### Offshore systems Installation resistance and bearing capacity of a shallow skirted foundation in clay

chapter |6 pages

#### Centrifuge study of the bearing capacity increase of a shallow footing due to preloading

chapter |8 pages

#### Experimental investigation of punch-through potential for spudcan foundations

chapter |6 pages

#### Jack-up reinstallation near a footprint cavity

chapter |6 pages

#### Physical modeling of suction caissons

chapter |6 pages

#### Study of soil-pipeline interaction under vertical and horizontal loading in very soft soil

chapter |6 pages

#### Behaviour of a breakwater in liquefied silty soil under wave loadings

chapter |6 pages

#### Installation process of suction anchors in Gulf of Guinea clay: Centrifuge modelling

chapter |6 pages

#### Centrifuge anchor dragging tests in sand and clay

chapter |6 pages

#### Centrifuge model tests of helical anchors in clay

chapter |6 pages

#### Study of soil movements around a penetrating spudcan

chapter |6 pages

#### Study of wave impact on a cylindrical breakwater by means of centrifuge model tests

chapter |6 pages

#### Dynamic response of a single and a 4-bucket foundations

part 13|2 pages

Slopes

chapter 13|6 pages

#### Slopes Modelling of submarine slides in the geotechnical centrifuge

chapter |6 pages

#### Influence of ground anchors on topographic amplification at slope crests

chapter |6 pages

#### Physical modeling of a drainage system on a layered sandy-clayey slope

chapter |6 pages

#### Centrifuge modelling of submarine landslide flows

chapter |6 pages

#### Physical modeling of slope failure during slope cutting work

chapter |6 pages

#### Reinforced slope modelling using optical fibre sensors and PIV analysis

chapter |6 pages

#### Centrifuge modeling of slope failures induced by rainfall

chapter |6 pages

#### Centrifuge modelling of root reinforcement of slopes

chapter |8 pages

#### Simulating shallow failure in slopes due to heavy precipitation

chapter |6 pages

#### Evaluation of performance of soil-nailed slopes subjected to seepage in a centrifuge

chapter |6 pages

#### Centrifuge model studies on the behavior of geocomposite reinforced soil slopes

chapter |6 pages

#### Centrifuge modelling of slope stabilisation using a discrete pile row

part 14|2 pages

Dams and embankments

chapter 14|6 pages

#### Dams and embankments Real-time monitoring of full-scale levee testing

chapter |6 pages

#### Effect of drainage zoning and deeply placed plinth on CFGD

chapter |6 pages

#### Centrifuge modeling of transverse cracking in dam core

chapter |6 pages

#### Modelling the behaviour of reinforced embankments on the peat Caroni swamp

chapter |6 pages

#### Physical modeling studies to evaluate performance of New Orleans levees during hurricanes

chapter |8 pages

#### Computer simulations and physical modelling of erosion

chapter |6 pages

#### Physical modelling of embankment vulnerability

chapter |6 pages

#### Influence of sand and scale on the piping process—experiments and multivariate analysis

chapter |6 pages

#### Centrifuge modeling of railway embankments in terms of high moisture content of soil

chapter |6 pages

#### Centrifuge modeling of a geotextile-reinforced slope during earthquake

chapter |6 pages

#### Study on the mechanism of hydraulic fracturing by centrifuge modeling tests

part 15|2 pages

Natural hazards and protection measures

chapter 15|6 pages

#### Natural hazards and protection measures A simple model to simulate the full-scale behaviour of falling rock protection barriers

chapter |6 pages

#### A centrifuge experiment to derive insight on rock fragmentation within sturzstroms

chapter |6 pages

#### Application of wave barriers as a countermeasure against train-induced ground vibrations

chapter |6 pages

#### Centrifuge modelling of ground vibration isolation with geofoam barriers

chapter |6 pages

#### Optical investigation through a flowing saturated granular material

chapter |6 pages

#### Physical modeling of debris flows over flexible ring net barriers

chapter |4 pages

#### Field testing of net structures for railway track protection in rocky regions

part 16|2 pages

Ground improvement

chapter 16|6 pages

#### Ground improvement Centrifuge modelling of piled embankments

chapter |6 pages

#### 3D load transfer in pile-supported earth platforms over soft soils: Centrifuge modeling

chapter |6 pages

#### Compensation grouting research, the influence of the physical model

chapter |6 pages

#### Performance and observations of model stone column foundations

chapter |6 pages

#### Underwater vacuum preloading of soft clay using different drain spacings

chapter |6 pages

#### A multi-scale analysis method for partially improved ground and its experimental verification

chapter |6 pages

#### Centrifuge tests on column type mixing improved ground with surface improvement

chapter |6 pages

#### Performance of foundation formed from hydraulic fill sand by centrifugal modeling

chapter |6 pages

#### 1g model test on granular soil columns for ground improvement of very soft soil

chapter |6 pages

#### Compressive behavior of honeycomb modular drainage tanks

chapter |8 pages

#### Pile-supported earth platforms: Two approaches with physical models

chapter |6 pages

#### Evaluation of seismic resistance of pile foundation in composite ground

chapter |6 pages

#### Study of a multi-element composite foundation of concrete columns and sand columns

chapter |6 pages

#### Centrifuge study on the “set-up” effect induced by sand compaction pile installation

chapter |6 pages

#### Seismic performance of mixed module columns and rigid inclusions

part 17|2 pages

Liquefaction

chapter 17|6 pages

#### Liquefaction Effect of permeability on soil-structure response to earthquake lateral loading

chapter |6 pages

#### Characteristics of horizontal subgrade reaction of piles in liquefiable sand

chapter |6 pages

#### Dynamic stability of oil tank supported by piled-raft foundation on liquefiable sand

chapter |6 pages

#### Evolution of shear modulus during liquefaction in 1-D centrifuge shaking table tests

chapter |6 pages

#### Experimental and numerical verification of earthquake triggered slope failure

chapter |6 pages

#### Liquefaction and reconsolidation in a1-g shake-box testing device

chapter |6 pages

#### Uplift behaviour of buried structures under strong shaking

chapter |6 pages

#### Multidirectional shaking table tests on model piles in saturated sand

part 18|2 pages

Environmental geotechnics