Investigation of soil conditions in airport construction
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Investigation of soil conditions in airport construction by William Stuart Housel

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Published by [Edwards brothers, inc., lithoprinters] in Ann Arbor, Mich .
Written in English

Subjects:

  • Airports.,
  • Soil mechanics.

Book details:

Edition Notes

At head of title: Department of civil engineering, University of Michigan.

Statementby W. S. Housel.
ContributionsUniversity of Michigan. Dept. of Civil Engineering.
Classifications
LC ClassificationsTL725.3.S6 H6
The Physical Object
Pagination1 p. l., 26 p.
Number of Pages26
ID Numbers
Open LibraryOL6443974M
LC Control Number42036628
OCLC/WorldCa5092441

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The test section was located at Kawazoe Machi, Saga, Japan. At the site, nine piezocone penetration tests and three boreholes were made within m length to investigate the subsoil measured cone tip resistances (q t) are given in Fig. (Miura, ).The estimated soil strata are also indicated in Fig. The total thickness of soft deposit is . FINAL REPORT FORENSIC INVESTIGATION OF PAVEMENT DISTRESS: OLD AIRPORT ROAD IN BRISTOL, VIRGINIA Thomas E. Freeman, P.E. Senior Research Engineer INTRODUCTION AND BACKGROUND The work reported herein was performed to determine the cause of inordinate distress manifest in the paved asphalt surface of Old Airport Road in File Size: KB. The site investigation should be carried to such a depth that the entire zone of soil or rock affected by the changes caused by the building or the construction will be adequately explored. This may be taken as depth at which vertical stress induced by the new construction is smaller than 10% of the existing overburden stress at that level. Site Investigation in Construction Part 3: Specification for Ground Investigation This Specification includes associated Schedules and a Bill of Quantities, and is intended for general application to ground investigation work.

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