Muutke küpsiste eelistusi

Spreadsheets for Geotechnical Engineering 3rd Revised edition [Multiple-component retail product]

  • Formaat: Multiple-component retail product, 320 pages, kõrgus x laius x paksus: 231x185x18 mm, kaal: 590 g, index, Contains 1 Paperback / softback and 1 CD-ROM
  • Ilmumisaeg: 21-Feb-1995
  • Kirjastus: Nelson Engineering
  • ISBN-10: 0534934412
  • ISBN-13: 9780534934415
  • Multiple-component retail product
  • Hind: 74,26 €*
  • * saadame teile pakkumise kasutatud raamatule, mille hind võib erineda kodulehel olevast hinnast
  • See raamat on trükist otsas, kuid me saadame teile pakkumise kasutatud raamatule.
  • Kogus:
  • Lisa ostukorvi
  • Tasuta tarne
  • Lisa soovinimekirja
  • Formaat: Multiple-component retail product, 320 pages, kõrgus x laius x paksus: 231x185x18 mm, kaal: 590 g, index, Contains 1 Paperback / softback and 1 CD-ROM
  • Ilmumisaeg: 21-Feb-1995
  • Kirjastus: Nelson Engineering
  • ISBN-10: 0534934412
  • ISBN-13: 9780534934415
Foundation engineering naturally lends itself to spreadsheet use for evaluation, modification, and implementation of foundation designs. Spreadsheets are the computational tool of choice for practicing civil engineers. Students need a book which shows how to set up and use spreadsheets for foundation design analysis, and which bridges the gap between analysis techniques taught in the classroom and their real-world application in the field. Wolff is the first book to present the use of spreadsheets in foundation engineering. Wolff makes extensive reference to Das: FOUNDATION ENGINEERING 3/e to demonstrate how the spreadsheet templates on the bound-in disk may be used or modified to solve a variety of analysis problems. Wolff provides a vehicle for including much-needed hands-on design experience and computer usage in the foundation engineering course.
Introduction. Background. Purpose Of This Book. Prerequisites Of The
Audience. The Parameter Function Approach To Geotechnical Engineering
Problems. A Word About Various Spreadsheet Programs. PART I: BASIC CONCEPTS,
SOIL PARAMETERS, AND APPLICATION TO SHALLOW FOUNDATION DESIGN.
1. Vertical
Stress Diagrams.
2. Standard Penetration Values And Friction Angle Of Sand.
3. Undrained Strength From Cone Penetration Test.
4. Bearing Capacity
Analysis.
5. Settlement In Sand - Shmertmann's Method.
6. Stress Increase
Beneath A Uniformly Loaded Rectangular Area.
7. Consolidation Settlement In
Clay. PART II: LATERAL EARTH PRESSURES AND RETAINING STRUCTURES.
8. Coulomb
Active Earth Pressure.
9. Horizontal Earth Pressures And Forces.
10. Earth
Pressure Due To Surcharge.
11. Retaining Wall Stability.
12. Cantilever Sheet
Pile In Sand. PART III: DEEP FOUNDATIONS.
13. Static Pile Capacity In Clay -
Alpha Method.
14. Static Pile Capacity In Clay - Lambda Method.
15. Static
Pile Capacity In Sand - Beta Method.
16. Dynamic Pile Formulas. References.
Index.