Posted in Geotechnical Engineering, Soil Mechanics

Soil Mechanics Now in Print

In the Soil Mechanics and Foundations courses on this site, we’ve relied on Verruijt’s text as the principal “theoretical” text. Last year we linked to download the Soil Mechanics Textbook by Tsytovich. Now we offer this text in print for sale.

Purchase Tsytovich’s Soil Mechanics

  • CHAPTER ONE. THE NATURE AND PHYSICAL PROPERTIES OF SOILS
    • Geological Conditions of Soil Formation
    • Components of Soils
    • Structural Bonds and Structure of Soils
    • Physical Properties and Classification Indices of Soils
  • CHAPTER TWO. BASIC LAWS OF SOIL MECHANICS
    • Compressibility of Soils. The Law of C o m p a c t i o n
    • Water Perviousness of Soils. The Law of Laminar Filtration
    • Ultimate Contact Shear Resistance of Soils. Strength Conditions
    • Structural-Phase Deformability of Soils
    • Features of the Physical Properties of Structurally Unstable
    • Subsidence Soils
  • CHAPTER THREE. DETERMINATION OF STRESSES IN SOIL
    • Stress Distribution in the Case of a Three-Dimensional Problem
    • Stress Distribution in the Case of a Planar Problem
    • Pressure Distribution over the Base of the Foundation of
    • Structures (Contact Problem)
  • CHAPTER FOUR. THE THEORY OF ULTIMATE STRESSED STA­TE OF SOILS AND ITS APPLICATION
    • Stressed State Phases of Soils with an Increase in Load
    • Equations of Ultimate Equilibrium for Loose and Cohesive
    • Soils
    • Critical Loads on Soil
    • Stability of Soils in Landslides
    • Some Problems of the Theory of Soil Pressure on Retaining Walls
    • Soil Pressure on Underground Pipelines
  • CHAPTER FIVE. SOIL DEFORMATIONS AND SETTLEMENT OF
  • FOUNDATIONS
    • Kinds and Causes of Deformations
    • Elastic Deformations of Soils and Methods for Their Determi­nation
    • One-Dimensional Problem of the Theory of Soil Consolidation
    • Planar and Three-Dimensional Problems in the Theory of Fil­tration Consolidation of Soils
    • Prediction of Foundation Settlements by the Layerwise Summa­tion Method
    • Prediction of Foundation Settlements by Equivalent Soil Layer Method
  • CHAPTER SIX. RHEOLOGICAL PROCESSES IN SOILS AND THEIR SIGNIFICANCE
    • Stress Relaxation and Long-Term Strength of Cohesive Soils
    • Creep Deformations in Soils and Methods for Their Description
    • Account of Soil Creep in Predictions of Foundation Settlements
  • CHAPTER SEVEN. DYNAMICS OF DISPERSE SOILS
    • Dynamic Effects on Soils
    • Wave Processes in Soils under Dynamic Loads
    • Changes in the Properties of Soils Subject to Dynamic Effects
    • The Principal Prerequisites for Taking the Dynamic Proper­ties of Soils into Account in Vibrational Calculations of Founda­tions

As with Verruijt, hopefully in the coming time we will feature interesting techniques in this book which may be of interest to our visitors.

Posted in Geotechnical Engineering

Carbonate sand fill

The properties of carbonate sand are different than more commonly used quartz sand and its behaviour must be considered when using it for fill.

Source: Carbonate sand fill

Posted in Academic Issues

“Getting to Know You”: My Profile for UTC’s College of Engineering and Computer Science

It’s not often that someone else does a write-up about me, but where I teach (at the University of Chattanooga’s College of Engineering and Computer Science) they did a profile of me in their series “Getting to Know You.” You can read it all here.

Posted in Geotechnical Engineering

An Introduction to Drilling and Sampling in Geotechnical Practice — the “Boring Video”

One item that has become a staple in my Soil Mechanics course is this video, produced at the University of California at Davis about twenty years ago and revised in 2012.

It’s a lot easier to explain this topic with this video than through a book or long lecture.

Posted in Deep Foundations

Mary Ellen Large Joins Nicholson Construction — GeoPrac.net

Geotechnical specialty engineering and construction contractor Nicholson Construction is pleased to announce the addition of industry expert Mary Ellen Large, P.E, D.GE to the team. Ms. Large will be assuming the role of Client Care […]

Mary Ellen Large Joins Nicholson Construction — GeoPrac.net

Until recently she was Technical Activities Director for the Deep Foundations Institute, a fact which takes some digging to ascertain on their website.