دانلود کتاب In situ Testing and Soil Properties Correlation

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Geotechnics Laboratory
Parahyangan Catholic University
International Conference on In Situ Measurement of Soil Properties and Case Histories
Bali-Indonesia, May 21-24 2007Preface
The use of in situ testing has been widely gained popularity to establish general soil profile and to derive soil parameters to be used in design and geotechnical analysis. The use of CPT, SPT, DMT and PMT for ground improvement control has also been accepted by practical engineers. Nowadays the addition of sensors and testing technology has caused -even positive development in the practice of geotechnical engineering.
The main advantages of the present use of in situ testing derives its favor from the fact that empirical correlation has been so much developed and may be used to accurately estimate the parameters. These publications of correlation are scattered everywhere, in the seminar and conference proceedings, in journals, and research reports. By effort of the graduate students of the Parahyangan Catholic University, they have tried to put all these together to make the most practical and handy application of the in situ testing results.
This publication is nothing but the first embryo of the effort. Although many other publications have not been included in this book, we believe that the present collection is advantageous as reference for every geotechnical engineer. Comprehensive examples rather than simple interpretation has been added in the final chapter to enable further thought towards a more rational application of the empirical correlations.
Finally we expect that this book will be beneficial for everyone who use it and for students who want to go deeper into the geotechnical engineering practice. We apologize for incompleteness of the published correlation which has not been included in the book. In the future this effort will be continued to update with the state of the art so that this book will be more acceptable and more useful.Table Of Content
In Situ Testing Device And Test Procedure
Vane Shear Test (VST)
Bore Hole Shear Test (BST)
Standard Penetration Test (SPT)
Cone Penetration Test (CPT)
DilatometerTest (DMT)
Pressuremeter Test (PMT)
Engineering Properties Of Soils
Soil Classification and Weight Volume Relationship
Soil Plasticity
Permeability
In Situ Stress and State Parameter
Shear Strength of Sands
Undrained Shear Strength of Clays
Compressibility and Consolidation Characteristics
Stiffness and Shear Rigidity
Applicability of Strains in Various Construction
Expansive Soils
Use in situ testing to identify soi l types and soil behaviour types
In situ testing for prediction of density of soils and state parameters
In situ testing for prediction of i n situ stress and stress history
Measurement of shear strength by in situ testings
In situ testing to estimate soil stiffness and shear rigidity
In situ testing to estimate consolidation characteristic
In situ testing for evaluation of liquefaction potential
Comparison between the results of in situ test
Comprehensive example
References