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construction managers interested in penetration resistance testing of soils. Here is what is discussed: 1. INTRODUCTION 2. EQUIPMENT AND TERMINOLOGY 3. ADVANCING THE BOREHOLE 4. SAMPLING AND TESTING PROCEDURE 5. FACTORS WHICH INFLUENCE PENETRATION DATA 6. SAMPLING RECORDS AND PRESERVATION OF SAMPLES 7. INTERPRETATION OF SPT BLOWCOUNT DATA
Conference Proceedings of the second European symposium on penetration testing, Amsterdam, 24-27 May 1982. This volume includes soil penetration tests- congresses.
Introductory technical guidance for civil and geotechnical engineers interested in identification and classification of soil and rock. Here is what is discussed: 1. INTRODUCTION 2. SOIL DEPOSITS 3. SOIL IDENTIFICATION 4. SOIL CLASSIFICATION AND PROPERTIES 5. ROCK CLASSIFICATION AND PROPERTIES 6. REFERENCES.
This book is mainly intended to meet the needs of undergraduate students of Civil Engineering. In preparing the first edition of this book, I had two principal aims: firstly to provide the student with a description of soil behavior-and of the effects of the clay minerals and the soil water on such behavior-which was rather more detailed than is usual in an elementary text, and secondly to encourage him to look critically at the traditional methods of analysis and design. The latter point is important, since all such methods require certain simplifying assumptions without which no solution is generally possible. Serious errors in design are seldom the result of failure to understand the methods as such. They more usually arise from a failure to study and understand the geology of the site, or from attempts to apply analytical methods to problems for which the implicit assumptions make them unsuitable. In the design of foundations and earth structures, more than in most branches of engineering, the engineer must be continually exercising his judgment in making decisions. The analytical methods cannot relieve him of this responsibility but properly used, they should ensure that his judgment is based on sound knowledge and not on blind intuition. I hope that the book will prove to be of use to students when their courses are over, and help to bridge the awkward gap between theory and practice.
Introductory technical guidance for civil and geotechnical engineers and construction managers interested in subsurface soil investigations. Here is what is discussed: 1. BACKGROUND 2. BORINGS 3. DRILLHOLE INSPECTION AND LOGGING 4. BOREHOLE EXAMINATION AND TESTING 5. EXPLORATORY EXCAVATIONS 6. GROUND WATER AND FOUNDATION SEEPAGE STUDIES 7. IN SITU TESTING TO DETERMINE GEOTECHNICAL PROPERTIES 8. BACKFILLING OF HOLES AND DISPOSITION OF SAMPLES AND CORES.
Introductory technical guidance for civil engineers and geotechnical engineers interested in subsurface soil investigations. Here is what is discussed: 1. BACKGROUND, 2. BORINGS, 3. DRILLHOLE INSPECTION AND LOGGING , 4. BOREHOLE EXAMINATION AND TESTING, 5. EXPLORATORY EXCAVATIONS, 6. GROUND WATER AND FOUNDATION SEEPAGE STUDIES, 7. IN SITU TESTING TO DETERMINE GEOTECHNICAL PROPERTIES, 8. BACKFILLING OF HOLES AND DISPOSITION OF SAMPLES AND CORES.
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.