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Pressuremeter testing activities are of great interest for scientists and engineers concerned with the mechanical behaviour of civil engineering materials. The proceedings include the first Menard Lecture presented by Professor Branko Ladanyi and 57 technical papers from 16 countries. They are related to the application of pressuremeter testing to granular and alluvial soils, clay, rock, concrete and permafrost, and geotechnical design. It also includes a session on technological developments in the design, fabrication and installation of pressuremeters.
These proceedings of the international conference on advances in site investigation practice held in 1995 provide vital information for all professionals involved in the planning, execution, interpretation and applications of site investigations. It draws together the research and experience of many of the most eminent professional engineers and academics, presenting a substantial body of knowledge.
Following on from the first two volumes, published in 2002, volumes 3 and 4 of Characterisation and Engineering Properties of Natural Soils review laboratory testing, in-situ testing, and methods of characterising natural soil variability, illustrated by actual site data. Less well-documented soil types are highlighted and the various papers take i
High Resolution Pressuremeters and Geotechnical Engineering focuses on pressuremeters with internal transducers that allow measurement of strength, stiffness and in situ reference stress. It outlines the principles and the basics of the technology, gives guidance on good practice and making reliable analysis, provides case studies, and compares the pressuremeter test with similar ones from other devices to enable engineers to make informed choices. A unique, up-to-date guide to high resolution pressuremeters with internal transducers Contextualises analyses and advice to enable an informed choice of testing processes Presents analyses previously unpublished in book form This practical guide will suit professionals at the consultancy level, pressuremeter practitioners and site investigation companies.
This abstracts volume (including full keynote and invited papers) contains the proceedings of the 5th International Symposium on Cone Penetration Testing (CPT’22), held in Bologna, Italy, 8-10 June 2022. More than 500 authors - academics, researchers, practitioners and manufacturers – contributed to the peer-reviewed papers included in this book, which includes three keynote lectures, four invited lectures and 169 technical papers. The contributions provide a full picture of the current knowledge and major trends in CPT research and development, with respect to innovations in instrumentation, latest advances in data interpretation, and emerging fields of CPT application. The paper topics encompass three well-established topic categories typically addressed in CPT events: - Equipment and Procedures - Data Interpretation - Applications. Emphasis is placed on the use of statistical approaches and innovative numerical strategies for CPT data interpretation, liquefaction studies, application of CPT to offshore engineering, comparative studies between CPT and other in-situ tests. Cone Penetration Testing 2022 contains a wealth of information that could be useful for researchers, practitioners and all those working in the broad and dynamic field of cone penetration testing.
In Situ Testing Methods in Geotechnical Engineering covers the field of applied geotechnical engineering related to the use of in situ testing of soils to determine soil properties and parameters for geotechnical design. It provides an overview of the practical aspects of the most routine and common test methods, as well as test methods that engineers may wish to include on specific projects. It is suited for a graduate-level course on field testing of soils and will also aid practicing engineers. Test procedures for determining in situ lateral stress, strength, and stiffness properties of soils are examined, as is the determination of stress history and rate of consolidation. Readers will be introduced to various approaches to geotechnical design of shallow and deep foundations using in situ tests. Importantly, the text discusses the potential advantages and disadvantages of using in situ tests.
This volume comprises select papers presented during the Indian Geotechnical Conference 2018, discussing issues and challenges relating to the characterization of geomaterials, modelling approaches, and geotechnical engineering education. With a combination of field studies, laboratory experiments and modelling approaches, the chapters in this volume address some of the most widely investigated geotechnical engineering topics. This volume will be of interest to researchers and practitioners alike.
Solutions for soil engineering and soil-structure interaction problems need realistic and pertinent experimental and modelling tools. In this work, extensive developments proposed by the invited speakers of the Lyon International Symposium held in September 2003 are presented, including experimental investigations into deformation properties; laboratory, in-situ and field observation interpretations; behaviour characterisation and modelling; and case histories. The contributions include recent investigations into anisotropy and non-linearity, the effects of stress-strain-time history, ageing and time effects, yielding, failure and flow, cyclic and dynamic behaviour. In addition, advanced geotechnical testing is applied to real engineering problems, and to ways of synthesising information from a range of sources while engaging in practical site characterisation studies.
This second volume of a specialty 2-volume works contains 34 papers pertaining to the natural behaviour of diverse geomaterials found in different parts of the world. Each paper is organized along the outline: location and distribution, engineering geology, composition, state and index properties, structure, engineering properties, quality / reliability of data with reference to methods of sampling and testing, and relation to engineering problems. This extensive body of collated knowledge is integrated by three overview papers covering engineering geology, mechanical behaviour and engineering implications. Topics: Overview papers; Marine clays; Eastuarine Clays; Lacustrine clays; Stiff clays; Sands and other cohesionless soils; Residual and other tropical Soils; Weak rock.
English summary: Rocks composed of parallel layers are cross-anisotropic materials. This thesis describes a new approximate solution for the determination of the properties of these materials based on mold cavity expansion experiments. German description: Gesteine, die aus parallelen Schichten bestehen, sind quer-anisotrope Materialien. Die Disseration beschreibt eine neue Naherungslosung zur Bestimmung der Eigenschaften solcher Materialien, basierend auf Hohlraumaufweitungs- Versuchen. Daten aus Radialpressversuchen dienen der inversen Analyse des Problems. Wenn der innere Druck, der Radius des Hohlraums, die Orientierung der Schieferung und die Verschiebungen bekannt sind, ergibt die Naherungslosung Materialparameter-Kombinationen, die die gemessenen Verschiebungen gut abbilden. Die Losung ist jedoch nicht eindeutig. Dreidimensionale Finite Elemente Modellierung wird in dieser Arbeit verwendet, um Hohlraumaufweitung in linear-elastischem, quer-anisotropem Gestein zu simulieren. Eine numerische Untersuchung wird durchgefuhrt, um das Modell richtig zu etablieren (Randbediengungen, Grosse des Diskretisierungsbereichs usw.) und die moglichen Einflussgrossen (z. B. Genauigkeit der Bestimmung der Schieferungsorientierung) zu beurteilen. Die Ergebnisse der Feldmessungen werden dann mit den numerisch berechneten radialen Verschiebungen der Hohlraumwand verglichen. Letztere entstehen durch die Implementierung von Materialparametern, die aus der genannten Naherungslosung zuruckgerechnet werden. Ahnlichkeiten und Unterschiede werden beschrieben und erklart. Eine alternative Methode zur Ermittlung des Verhaltens von quer-anisotropen Materialien mittels kleinmassstablicher Hohlraumaufweitungs-Laborversuche in einem kunstlichen queranisotropen Material ist ebenfalls erwogen worden. Der Aufbau und die Prinzipien eines solchen Versuchs werden beschrieben und dessen Ausfuhrbarkeit wird untersucht.