Bridge Superstructure Tolerance to Total and Differential Foundation Movements (2018)
Chapter: 4 Estimation of Maximum Tolerable Support Movement (Task 2.2)
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Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
Suggested Citation:
"4 Estimation of Maximum Tolerable Support Movement (Task 2.2)." 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.
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