Enlarged Base (Belled) Piles for Use in Ice or Ice-Rich Permafrost

Author:

Sego D. C.1,Biggar K. W.1,Wong G.2

Affiliation:

1. Professor, U of A Geotechnical Center, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7.

2. Primus Consulting Ltd., Unit 151-1401 Center A Street N.E., Calgary AB, Canada T2E 2Z8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Laboratory and field performance of high alumina cement-based grout for piling in permafrost

2. The creep of polycrystalline ice

3. High-pressure waterjet cutting: An Introduction.;Guha J. K.;Ceram. Bull.,,1990

4. INGERSOLL-RAND Wasserstrahl-Schneidetechnik GmbH. (1997). 〈http//www.irautomation.com/waterjet/history.htm〉.

5. Johnston G. H. (1981). Permafrost engineering design and construction Wiley Canada 301.

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