Estimation of Pile Resistance in Soils Prone to Slump-Type Settlement from Results of Static Probing
Construction under Special Soil Conditions
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Abstract
Results are presented for static tests of precast piles 6–24 m long, and static probing of soils at experimental proving grounds. Negative-friction forces of soils prone to slump-type settlement and total pile resistance are estimated on the basis of data derived from static probing of the soils. The need for correction of individual positions taken in Body of Rules 50-102-2003 in conformity with Construction Rule and Regulation 2.02.03-85 is noted.
Keywords
Civil Engineer Structural Foundation Hydraulic Engineer Individual Position Construction Rule
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REFERENCES
- 1.Construction Rule and Regulation 2.02.03-85. Pile Foundations [in Russian].Google Scholar
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- 3.Body of Rules 50-102-2003. Design and Installation of Pile Foundations [in Russian].Google Scholar
- 4.A. M. Dzagov, “Determination of the resistance offered by soils prone to slump-type settlement against the lateral surface of cast-in-place piles and slotted foundations,” Osn., Fundam. Mekh. Gruntov, No. 6, 22–25 (2001).Google Scholar
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© Springer Science+Business Media, Inc. 2005