Last edited by Mikabei
Saturday, July 11, 2020 | History

3 edition of Supporting strength of concrete-incased clay pipe found in the catalog.

Supporting strength of concrete-incased clay pipe

W. J. Schlick

Supporting strength of concrete-incased clay pipe

determined from tests with commercial vitrified salt-glazed clay pipe

by W. J. Schlick

  • 398 Want to read
  • 37 Currently reading

Published by Iowa State College in Ames, Ia .
Written in English

    Subjects:
  • Sewer-pipe.,
  • Pipe, Concrete.

  • Edition Notes

    Statementby W. J. Schlick.
    SeriesBulletin 93, Engineering Experiment Station
    Classifications
    LC ClassificationsTA447 .S34
    The Physical Object
    Pagination64 p.
    Number of Pages64
    ID Numbers
    Open LibraryOL6735760M
    LC Control Number29027395
    OCLC/WorldCa4085393


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Supporting strength of concrete-incased clay pipe by W. J. Schlick Download PDF EPUB FB2

Get this from a library. Supporting strength of concrete-incased clay pipe, determined from tests with commercial vitrified salt-glazed clay pipe.

[W J Schlick]. Supporting strength of concrete-incased clay pipe, determined from tests with commercial vitrified salt-glazed clay pipe [] Schlick, William Japhia, Ames, Ia., Iowa State College, Use walls of trench to form side walls of duct bank where soil is self-supporting and concrete envelope can be poured without soil inclusions; otherwise, use forms.

Minimum Space between Ducts: 3 inches between ducts and exterior envelope wall, between 2 inches ducts for like services, and 4 inches between power and signal ducts. Depth:File Size: 53KB. Full text of "Pole and tower lines for electric power transmission" See other formats.

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