Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in planning, design and construction of levees for flood protection and water resources development projects. Here is what is discussed: 1. INTRODUCTION, 2. FIELD INVESTIGATIONS, 3. SUBSURFACE EXPLORATION, 4. FIELD TESTING, 5. LABORATORY TESTING.

Introductory technical guidance for civil and geotechnical engineers interested in field investigations and testing for levees for flood control and other water resources projects. Here is what is discussed: 1. INTRODUCTION 2. FIELD INVESTIGATIONS 3. SUBSURFACE EXPLORATION 4. FIELD TESTING 5. LABORATORY TESTING.

This publication provides introductory technical guidance for civil engineers and other professional engineers and construction managers interested in field investigations and field and laboratory testing of soils for levee construction and maintenance projects. Here is what is discussed: 1. INTRODUCTION, 2. FIELD INVESTIGATIONS, 3. SUBSURFACE EXPLORATION, 4. FIELD TESTING, 5. LABORATORY TESTING

Introductory technical guidance for civil engineers and other professional engineers and construction managers interested in design and construction of levees. Here is what is discussed: 1. FIELD INVESTIGATIONS, 2. LEVEE CONSTRUCTION METHODS, 3. SEEPAGE, SLOPE AND SETTLEMENT, 4. BERMS, FILTERS AND DRAINS, 5. SOIL CEMENT FOR PROTECTION OF LEVEES, 6. SPECIAL FEATURES.

Introductory technical guidance for civil engineers and construction managers interested in levee construction. Here is what is discussed: 1. LEVEE CONSTRUCTION METHODS, 2. FOUNDATION PREPARATION AND TREATMENT, 3. METHODS OF IMPROVING STABILITY, 4. EMBANKMENT CONSTRUCTION CONTROL, 5. EMBANKMENT ZONING, 6. PROTECTION OF RIVERSIDE SLOPES, 7. PIPELINES AND OTHER UTILITY LINES CROSSING LEVEES.

Introductory technical guidance for professional engineers interested in planning and design of levees for rivers, creeks, reservoirs and other waters resources engineering structures. Here is what is discussed: 1. PROJECT REQUIREMENTS AND GENERAL ASSESSMENT, 2. THE ROLE OF GEOMORPHOLOGY IN RIVER PROJECTS, 3. HYDRAULIC ASSESSMENT OF ENERGY, RIVER FORM, AND SHEAR FORCES, 4. TRADITIONAL RIPRAP REVETMENTS, 5. SCOUR ASSESSMENT, 6. SELECTING A BANK STABILIZATION METHOD.

This practical handbook of properties for soils and rock contains, in a concise tabular format, the key issues relevant to geotechnical investigations, assessments and designs in common practice. In addition, there are brief notes on the application of the tables. These data tables are compiled for experienced geotechnical professionals who require a reference document to access key information. There is an extensive database of correlations for different applications. The book should provide a useful bridge between soil and rock mechanics theory and its application to practical engineering solutions. The initial chapters deal with the planning of the geotechnical investigation, the classification of the soil and rock properties and some of the more used testing is then covered. Later chapters show the reliability and correlations that are used to convert that data in the interpretative and assessment phase of the project. The final chapters apply some of these concepts to geotechnical design. This book is intended primarily for practicing geotechnical engineers working in investigation, assessment and design, but should provide a useful supplement for postgraduate courses.

Earthen levees are extensively used to protect the population and infrastructure from periodic floods and high water due to storm surges. The causes of failure of levees include overtopping, surface erosion, internal erosion, and slope instability. Overtopping may occur during periods of flooding due to insufficient freeboard. The most problematic situation involves the levee being overtopped by both surge and waves when the surge level exceeds the levee crest elevation with accompanying wave overtopping. Overtopping of levees produces fast-flowing, turbulent water velocities on the landward-side slope that can potentially damage the protective grass covering and expose the underlying soil to erosion. If overtopping continues long enough, the erosion may eventually result in loss of levee crest elevation and possibly breaching of the protective structure. Hence, protecting levees from erosion by surge overflow and wave overtopping is necessary to assure a viable and safe levee system. This book presents a cutting-edge approach to understanding overtopping hydraulics under negative free board of earthen levees, and to the study of levee reinforcing methods. Combining soil erosion test, full-scale laboratory overtopping hydraulics test, and numerical modeling for the turbulent overtopping hydraulics. It provides an analysis that integrates the mechanical and hydraulic processes governing levee overtopping occurrences and engineering approaches to reinforce overtopped levees. Topics covered: surge overflow, wave overtopping and their combination, full-scale hydraulic tests, erosion tests, overtopping hydraulics, overtopping discharge, and turbulent analysis. This is an invaluable resource for graduate students and researchers working on levee design, water resource engineering, hydraulic engineering, and coastal engineering, and for professionals in the field of civil and environmental engineering, and natural hazard analysis.

This manual presents fundamental principles underlying the design and construction of earth and rock-fill dams. The general principles presented herein are also applicable to the design and construction of earth levees.