Bridge Superstructure Tolerance to Total and Differential Foundation Movements (2018)

Chapter: 10 Conclusions & Recommendations

Unfortunately, this book can't be printed from the OpenBook. If you need to print pages from this book, we recommend downloading it as a PDF.

Visit NAP.edu/10766 to get more information about this book, to buy it in print, or to download it as a free PDF.
Previous Chapter: 9 Framework for Estimating Maximum Tolerable Support Movement
Page 217 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 217
Page 218 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 218
Page 219 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 219
Page 220 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 220
Page 221 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 221
Page 222 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 222
Page 223 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 223
Page 224 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 224
Page 225 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 225
Page 226 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 226
Page 227 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 227
Page 228 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 228
Page 229 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 229
Page 230 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 230
Page 231 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 231
Page 232 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 232
Page 233 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 233
Page 234 Bookmark
Suggested Citation: "10 Conclusions & Recommendations." National Academies of Sciences, Engineering, and Medicine. 2018. Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Washington, DC: The National Academies Press. doi: 10.17226/25041.
Save
Cancel
Page 234
Next Chapter: References
Subscribe to Emails from the National Academies
Stay up to date on activities, publications, and events by subscribing to email updates.