Principles of Geotechnical Engineering 7e : SI Version
Includes detailed discussions of sedimentary and metamorphic rocks.
Presents a detailed explanation for the variation of the maximum and minimum void ratios of granular soils due to grain size, shape, and non plastic fine contents.
The Kozeny-Carman equation to estimate hydraulic conductivity in granular soils is discussed in great detail including recent laboratory experimental verification of equivalent hydraulic conductivity of layered soils.
More figures and worked out problems than any other text in the market.
The most recent information and findings in the literature.