Transcription of CHAPTER 18 SOILS AND FOUNDATIONS - eCodes
{{id}} {{{paragraph}}}
CHAPTER 18 SOILS AND FOUNDATIONSThis CHAPTER has been revised in its entirety; there will be no marginal provisions of this CHAPTER shall apply tobuilding and foundation Design bearing pressures, allowablestresses and design formulas provided in this CHAPTER shall beused with theallowable stress designload combinations speci-fied in Section The quality and design of materials usedstructurally in excavations and FOUNDATIONS shall comply withthe requirements specified in Chapters 16, 19, 21, 22 and 23 ofthis code. Excavations and fills shall also comply with following words and terms shall,for the purposes of this CHAPTER , have the meanings deep foundation is a foundationelement that does not satisfy the definition of a shallow drilled shaft is a cast-in-place deepfoundation element constructed by drilling a hole (with orwithout permanent casing) into soil or rock and filling it withfluid drilled socketed drilled shaft is a drilledshaft with a permanent pipe or tube casing that extendsdown to bedrock and an uncased socket drilled into the steel deep foundation ele-ment consisting of a central shaft and one or more helical bear-ing plates.
CHAPTER 18 SOILS AND FOUNDATIONS This chapter has been revised in its entirety; there will be no marginal markings. SECTION 1801 GENERAL 1801.1 Scope.
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document:
{{id}} {{{paragraph}}}
Chapter 3 FOUNDATIONS AND FOUNDATION, Chapter 3, Foundations and Foundation Walls, Foundation, FOUNDATIONS, And foundation, CHAPTER 4 FOUNDATIONS, Foundation and foundation, Chapter 2 Loads for designing foundations, Chapter, 685 Foundation Piers, Foundations Of Faith, New York City, CHAPTER 11 - ABUTMENTS, WING WALLS, PIERS