Construction of structures on eluvial soils

목차 (Table of Contents)

• CONTENTS
• Preface = ⅴ
• 1 Formation of Eluvial Soils of Different Genetic Types = 1
• 1.1 Processes of Rock Weathering and Classification of Eluvial Soils = 1
• 1.2 Review of Construction Properties of Eluvial Soils for Preparation of Bases = 9
• 2 Methods of Estimation of Weathering of Eluvial Soils = 12
• 2.1 Rocky Soils = 12
• 2.2 Detrital Soils = 20
• 2.3 Sandy and Clayey Soils = 29
• 3 Methods of Studying the Strength and Deformation Properties of Eluvial Soils = 41
• 3.1 Features of Geological Survey and Testing of Eluvial Soils = 41
• 3.2 Methods of Investigation of Compressibility = 43
• 3.3 Methods of Investigation of Shear Strength = 55
• 3.4 Scope of Application of Field and Laboratory Investigations = 77
• 4 Frost Heaving of Non-rocky Eluvial Soils and Stability of Shallow Foundations Under Small Loads = 81
• 4.1 Features of Freezing and Frost-induced Heaving of Detrital Soils = 81
• 4.2 Features of Freezing and Frost-induced Heaving of Detrital Soils = 91
• 4.3 Defrosting of Frozen Non-rocky Eluvial Soils = 93
• 4.4 Stability of Shallow Foundations on Freezing Non-rocky Eluvial Soils Under Small Loads = 97
• 4.5 General Estimate of Frost Hazardness of Non-rocky Eluvial Soils = 109
• 5 Design of Bases of Eluvial Soils = 116
• 5.1 Standard and Analytical Characteristics of Non-rocky Eluvial Soils = 116
• 5.2 Compressible zone in Eluvial Non-rocky Soils = 124
• 5.3 Specific Features of Analysis of Settlement of Bases of Foundations = 131
• 5.4 Selection of Analytical Strength of Bases on Eluvial Non-rocky Soils = 136
• 6 Rational Designs of Bases and Foundations. Experience of Construction on Eluvial Soils = 138
• 6.1 Foundations on Bases and Load Distribution Pads = 138
• 6.2 Pile Foundations = 148
• 6.3 Construction on Soils of Different Compressibility = 157
• 6.4 Experience of Construction on Partially Frozen and Frozen Bases = 176
• 6.5 Change in Hydrogeological Conditions. Uplifting Effect of Underground Waters = 190
• References = 201