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| #4598975 in Books | 2005-01-01 | Original language:English | PDF # 1 | 9.21 x.59 x6.14l,.95 | File type: PDF | 216 pages||4 of 4 people found the following review helpful.| A rational approach to soil shear|By Paul G. Joseph|NOTE: I wrote the review you see below, in 2007. At that time I naively did not realize that the information in this book could be used to inform text books on geotechnical engineering, and realized this only when I was recently asked to evaluate a proposal for one such text book. This led me to finally appreciate the danger||Preface: In my final year as an undergraduate at Oxford University, I undertook a project on the warping of asymmetrical steel beams with Dr Edgar Lightfoot. I took no formal lectures on soil mechanics, although Dr Lightfoot also gave a few lectures on slip-l
This book describes the developments leading to the Original Cam Clay model, focusing on fundamentals of the shearing of soil. The aim is to lay the groundwork of understanding that should form the basis of geotechnical design, guiding engineers towards the class of behaviour to be expected under different combinations of effective stress and water content. In this book there are a few equations, but simple ones; much greater challenge rests in the arguments put forward ...
You easily download any file type for your device.Disturbed Soil Properties & Geotechnical Design | A. Schofield. I was recommended this book by a dear friend of mine.
