Transcription of CHAPTER 18 SOILS AND FOUNDATIONS - eCodes
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CHAPTER 18 SOILS AND FOUNDATIONS - eCodes
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.
428 2010 OREGON STRUCTURAL SPECIALTY CODE SOILS AND FOUNDATIONS ORS 455.446 is not part of this code but is reproduced here for the reader’s convenience: 455.446 Construction of certain facilities and structures in tsu-
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Foundation design to Eurocode 7, Geotechnical, Structures, GEOTECHNICAL ENGINEERING, Caltrans Geotechnical Manual, GEOTECH ENGINEERING and TESTING, GEOTECH ENGINEERING AND TESTING Laboratory, Laboratory, Appendix J Geotechnical Basis of Design Report, Geotechnical Basis of Design Report, Eurocode 7: Geotechnical Design Worked, Geotechnical Investigation