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- Autorius: Lymon C Reese
- Leidėjas: University Press of the Pacific
- ISBN-10: 1410225607
- ISBN-13: 9781410225603
- Formatas: 21 x 27.9 x 2.1 cm, minkšti viršeliai
- Kalba: Anglų
Handbook on Design of Piles and Drilled Shafts Under Lateral Load (el. knyga) (skaityta knyga) | knygos.lt
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Aprašymas
This book is specifically designed as a guide to highway engineers. It was used as a textbook for the FHWA training courses on the above title. Several methods of analysis and design of piles under lateral loading are in use. Two methods are presented: the method of Broms, and the method where nonlinear soil-response curves, p-y curves, are employed. The latter method is given prominence because of its versatility. A computer program is presented for solving the equations giving pile deflection, rotation, bending moment, and shear. An iterative procedure is employed internally in the computer program because of the nonlinear response of the soil. Nondimensional curves are presented that can be used for "hand" solution of the differential equation. Nondimensional solutions are useful as a means of checking computer output and to provide insight into the nature of the problem. Several examples are solved and the material is presented in a manner to simplify necessary computations, with step-by-step procedures given where appropriate.
- Autorius: Lymon C Reese
- Leidėjas: University Press of the Pacific
- ISBN-10: 1410225607
- ISBN-13: 9781410225603
- Formatas: 21 x 27.9 x 2.1 cm, minkšti viršeliai
- Kalba: Anglų
This book is specifically designed as a guide to highway engineers. It was used as a textbook for the FHWA training courses on the above title. Several methods of analysis and design of piles under lateral loading are in use. Two methods are presented: the method of Broms, and the method where nonlinear soil-response curves, p-y curves, are employed. The latter method is given prominence because of its versatility. A computer program is presented for solving the equations giving pile deflection, rotation, bending moment, and shear. An iterative procedure is employed internally in the computer program because of the nonlinear response of the soil. Nondimensional curves are presented that can be used for "hand" solution of the differential equation. Nondimensional solutions are useful as a means of checking computer output and to provide insight into the nature of the problem. Several examples are solved and the material is presented in a manner to simplify necessary computations, with step-by-step procedures given where appropriate.
Atsiliepimai