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Master the core concepts and applications of foundation analysis and design with Das/Sivakugan’s best-selling PRINCIPLES OF FOUNDATION ENGINEERING, 9th Edition. Written specifically for those studying undergraduate civil engineering, this invaluable resource by renowned authors in the field of geotechnical engineering provides an ideal balance of today's most current research and practical field applications. A wealth of worked-out examples and figures clearly illustrate the work of today's civil engineer, while timely information and insights help readers develop the critical skills needed to properly apply theories and analysis while evaluating soils and foundation design. Important Notice: Media content referenced within the product description or the product text may not be available in the ebook version.
This is a concise, systematic and complete treatment of the design and construction of pile foundations. Discusses pile behavior under various loadings and types of piles and their installation, including consideration of soil parameters. It provides step-by-step design procedures for piles subject to vertical loading and pullout, lateral, inclined and eccentric loads, or dynamic loads, and for piles in permafrost. Also describes load test procedures and their interpretation and buckling of long, slender piles with and without supported length. The closing chapter presents case histories of prediction and performance of piles and pile groups. Includes numerous solved problems.
Sponsored by the Executive Committee of the Geotechnical Engineering Division of ASCE. This Geotechnical Special Publication contains eight lectures given between 1974 and 1983 in honor of Karl Terzaghi and repressenting diverse aspects of geotechnical engineering and engineering geology. Topics include: the relationship of geology and geotechnical engineering and how a study of the geology of engineering sites is an important starting point for all geotechnical site studies; effects of dynamic soil properties on soil-structure interaction; bearing capacity and settlement of pile foundations; design and construction of drilled shafts; evaluating calculated risk in geotechnical engineering; proposal forØthe establishment of a national center for investigating civil engineering failures, with several case studies; pre-Columbian earth construction in the Americas and technological developments between 2,500 and 500 years ago; and recent progress in the design and construction of concrete-face rockfill dams. The 1978 lecture by the late N.M. Newmark is not included.
Pile foundations are an example of deep foundations. They are long columnar members driven into earth to support civil engineering structures. They are preferred when the soil at shallow depths is weak and has poor bearing capacity. Based on the material used for manufacturing piles, they are classified as steel piles, concrete piles and timber piles; and based on their function they are generally classified as end bearing piles and friction piles. The total capacity of a single pile driven either into sands or clays is the summation of end bearing capacity and friction capacity. Friction capacity is also called skin friction capacity or skin friction resistance. This book deals with the determination of skin friction resistance of single piles driven into clays. It discusses the three important methods available for the purpose and examines the influence of various important parameters on the skin friction resistance.