Vane Shear Strength Testing in Soils

Vane Shear Strength Testing in Soils
Author: Adrian F. Richards
Publisher: ASTM International
Total Pages: 370
Release: 1988
Genre: Shear strength of soils
ISBN: 0803111886

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"The objectives of the symposium were to review the state of knowledge of the vane shear test (VST) and to provide the latest information on test theory, methods, and interpretation for the purpose of improved standardization of the field and laboratory vane tests."--Overview.

Symposium on Vane Shear Testing of Soils

Symposium on Vane Shear Testing of Soils
Author: American Society for Testing Materials
Publisher: ASTM International
Total Pages: 78
Release: 1957
Genre: Shear (Mechanics)
ISBN:

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Geotechnical Engineering

Geotechnical Engineering
Author: Jean-Louis Briaud
Publisher: John Wiley & Sons
Total Pages: 1783
Release: 2013-10-02
Genre: Technology & Engineering
ISBN: 1118415744

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Written by a leader on the subject, Introduction to Geotechnical Engineering is first introductory geotechnical engineering textbook to cover both saturated and unsaturated soil mechanics. Destined to become the next leading text in the field, this book presents a new approach to teaching the subject, based on fundamentals of unsaturated soils, and extending the description of applications of soil mechanics to a wide variety of topics. This groundbreaking work features a number of topics typically left out of undergraduate geotechnical courses.

Laboratory Shear Testing of Soils

Laboratory Shear Testing of Soils
Author: Symposium on Laboratory Shear Testing of Soils, Ottawa 1963
Publisher: ASTM International
Total Pages: 524
Release: 2011
Genre: Shear strength of soils
ISBN:

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Correlations of Soil and Rock Properties in Geotechnical Engineering

Correlations of Soil and Rock Properties in Geotechnical Engineering
Author: Jay Ameratunga
Publisher: Springer
Total Pages: 236
Release: 2015-12-11
Genre: Science
ISBN: 8132226291

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This book presents a one-stop reference to the empirical correlations used extensively in geotechnical engineering. Empirical correlations play a key role in geotechnical engineering designs and analysis. Laboratory and in situ testing of soils can add significant cost to a civil engineering project. By using appropriate empirical correlations, it is possible to derive many design parameters, thus limiting our reliance on these soil tests. The authors have decades of experience in geotechnical engineering, as professional engineers or researchers. The objective of this book is to present a critical evaluation of a wide range of empirical correlations reported in the literature, along with typical values of soil parameters, in the light of their experience and knowledge. This book will be a one-stop-shop for the practising professionals, geotechnical researchers and academics looking for specific correlations for estimating certain geotechnical parameters. The empirical correlations in the forms of equations and charts and typical values are collated from extensive literature review, and from the authors' database.

Effective Stress Vane Shear Strength Correction Factor Correlations

Effective Stress Vane Shear Strength Correction Factor Correlations
Author:
Publisher:
Total Pages: 8
Release: 1994
Genre:
ISBN:

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A recent effective stress model of vane shear strength testing in soils can relate measured torques to vane shear strengths using theoretical analysis in terms of effective stress parameters. The strength estimates are based on known in situ stresses and soil parameters derived from laboratory testing. The model may be applied, for example, in obtaining theoretical estimates of conventional undrained vane shear strengths for comparison with field data and for use in stability analyses. However, the model incorporates a correction factor 'uv', analogous to Bjerrum's field vane shear strength correction factor 'u', intended to compensate for pore-pressure and shearing-rate effects. This correction factor must be evaluated before reliable torque or shear strength estimates can be made in any given case. To facilitate this, the paper presents correlations of 'uv' with both liquid limit and plasticity index, based on world-wide data from clays and silts. The correlations are compared with independent data from Norwegian clays.

Ground Improvement

Ground Improvement
Author: Professor Jian Chu
Publisher: Elsevier
Total Pages: 1137
Release: 2005-11-07
Genre: Science
ISBN: 0080457363

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The first book of its kind, providing over thirty real-life case studies of ground improvement projects selected by the worlds top experts in ground improvement from around the globe. Volume 3 of the highly regarded Elsevier Geo-engineering book series coordinated by the Series Editor: Professor John A Hudson FREng. An extremely reader friendly chapter format. Discusses wider economical and environmental issues facing scientists in the ground improvement. Ground improvement has been both a science and art, with significant developments observed through ancient history. From the use of straw as blended infill with soils for additional strength during the ancient Roman civilizations, and the use of elephants for compaction of earth dams during the early Asian civilizations, the concepts of reinforced earth with geosynthetics, use of electrokinetics and thermal modifications of soils have come a long way. The use of large and stiff stone columns and subsequent sand drains in the past has now been replaced by quicker to install and more effective prefabricated vertical drains, which have also eliminated the need for more expensive soil improvement methods.The early selection and application of the most appropriate ground improvement techniques can improve considerably not only the design and performance of foundations and earth structures, including embankments, cut slopes, roads, railways and tailings dams, but also result in their cost-effectiveness. Ground improvement works have become increasingly challenging when more and more problematic soils and marginal land have to be utilized for infrastructure development.This edited compilation contains a collection of Chapters from invited experts in various areas of ground improvement, who have illustrated the basic concepts and the applications of different ground improvement techniques using real projects that they have been involved in. The case histories from many countries ranging from Asia, America, Australia and Europe are addressed.

Cone Penetration Testing in Geotechnical Practice

Cone Penetration Testing in Geotechnical Practice
Author: T. Lunne
Publisher: CRC Press
Total Pages: 351
Release: 2002-09-11
Genre: Architecture
ISBN: 1482295040

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This book provides guidance on the specification, performance, use and interpretation of the Electric Cone Penetration Test (CPU), and in particular the Cone Penetration Test with pore pressure measurement (CPTU) commonly referred to as the "piezocone test".