An Introduction To Soil Stabilization For Pavements

This publication provides introductory technical guidance for civil engineers and other professional engineers and construction managers interested in stabilization of soil for pavements. Here is what is discussed: 1. INTRODUCTION, 1.1 PUPOSE, 1.2 SCOPE, 1.3 DEFINITIONS, 1.4 USES OF STABILIZATION, 2. SELECTION OF ADDITIVE, 2.1 SOIL TYPES AND ADDITIVES, 2.2 USE OF STABILIZED SOILS IN FROST AREAS, 2.3 THICKNESS REDUCTION FOR BASE AND SUBBASE COURSES, 3. DETERMINATION OF STABILIZER CONTENT, 3.1 STABILIZATION WITH PORTLAND CEMENT, 3.2 STABILIZATION WITH LIME, 3.3 STABILIZATION WITH LIME-FLY ASH (LF) AND LIME-CEMENT-FLY ASH (LCF), 3.4 STABILIZATION WITH BITUMEN, 3.5 STABILIZATION WITH LIME-CEMENT AND LIME-BITUMEN

Introductory technical guidance for construction managers interested in construction of pavements for streets and highways. Here is what is discussed: 1. INTRODUCTION, 2. SELECTION OF ADDITIVE, 3. DETERMINATION OF STABILIZER CONTENT.

This publication provides introductory technical guidance for civil engineers and other professional engineers and construction managers interested in soil stabilization for pavements. Here is what is discussed: 1. INTRODUCTION, 1.1 PUPOSE, 1.2 SCOPE, 1.3 DEFINITIONS, 1.4 USES OF STABILIZATION, 2. SELECTION OF ADDITIVE, 2.1 SOIL TYPES AND ADDITIVES, 2.2 USE OF STABILIZED SOILS IN FROST AREAS, 2.3 THICKNESS REDUCTION FOR BASE AND SUBBASE COURSES, 3. DETERMINATION OF STABILIZER CONTENT, 3.1 STABILIZATION WITH PORTLAND CEMENT, 3.2 STABILIZATION WITH LIME, 3.3 STABILIZATION WITH LIME-FLY ASH (LF) AND LIME-CEMENT-FLY ASH (LCF), 3.4 STABILIZATION WITH BITUMEN, 3.5 STABILIZATION WITH LIME-CEMENT AND LIME-BITUMEN.

Introductory technical guidance for civil engineers and construction managers interested in stabilization of soils for street and highway pavements. Here is what is discussed: 1. INTRODUCTION, 2. SELECTION OF ADDITIVE, 3. DETERMINATION OF STABILIZER CONTENT.

Introductory technical guidance for civil and geotechnical engineers interested in soil stabilization for pavement. Here is what is discussed: 1. INTRODUCTION 1.1 PUPOSE 1.2 SCOPE 1.3 DEFINITIONS 1.4 USES OF STABILIZATION 2. SELECTION OF ADDITIVE 2.1 SOIL TYPES AND ADDITIVES 2.2 USE OF STABILIZED SOILS IN FROST AREAS 2.3 THICKNESS REDUCTION FOR BASE AND SUBBASE COURSES 3. DETERMINATION OF STABILIZER CONTENT 3.1 STABILIZATION WITH PORTLAND CEMENT 3.2 STABILIZATION WITH LIME 3.3 STABILIZATION WITH LIME-FLY ASH (LF) AND LIME-CEMENT-FLY ASH (LCF) 3.4 STABILIZATION WITH BITUMEN 3.5 STABILIZATION WITH LIME-CEMENT AND LIME-BITUMEN.

Developments in Geotechnical Engineering, Volume 19: Stabilized Earth Roads surveys soil stabilization theory and practice. This work is divided into nine chapters that discuss the physical, chemical, and soil mechanics principles of soil stabilization. The first chapter is an introduction to the history, methods, and importance of soil stabilization in road construction. The next chapters deal with the fundamental definitions of soil physics and the interactions of soil components, as well as the concept of mechanical soil stabilization. Considerable chapters examine soil stabilization with several materials, such as cement, lime, bitumen, and tar. The last chapters describe the soil-stabilization methods with various chemicals, including chlorides, phosphoric acid, and natural and synthetic polymers. These chapters also consider the design of stabilized earth roads. This book is of value to geologists and civil engineers.