ISSN:
1573-9279
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Conclusions 1. As a pile is embedded, its deviation from the vertical is observed in a soil stratum. The deviation depends on the initial angle of inclineϕ 0 of the pile, its structural solution (sectional or whole, type of butt joint), and the physicomechanical properties of the soil. 2. Values of tanϕ should not exceed 0.03. To satisfy this condition, it is necessary that tanϕ0 not exceed 0.01, and tanϕ1, which characterizes the noncoaxial positioning of the coupled elements of the sectional pile, be no more than 0.005. 3. To provide for monitoring of the vertical alignment of the guide to the pile driver, the latter must be equipped with a special instrument (vertical-alignment indicator). These instruments are designed and fabricated by the Central Scientific-Research Institute for Organization, Mechanization, and Technical Assistance in Construction, State Committee of the USSR Council of Ministers for Construction Affairs, the Scientific-Research Institute of Industrial Construction, Ministry of Industrial Construction of the USSR, and the Kuibyshev Construction-Engineering Institute.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF02311031
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