ShareBEARING CAPACITY CALCULATIONS FOR PILES IN PERMAFROST.
Author(s) : PARAMESWARAN V. R.
Summary
SMALL-SCALE MODEL PILES FROZEN IN VARIOUS SOILS WERE TESTED AT CONSTANT RATES OF DISPLACEMENT AND CONSTANT LOAD. THE DERIVED VALUES WERE USED TO CALCULATE THE MAXIMUM ALLOWABLE STRESS AT THE PILE-SOIL INTERFACE.
Details
- Original title: BEARING CAPACITY CALCULATIONS FOR PILES IN PERMAFROST.
- Record ID : 1988-0823
- Languages: English
- Publication date: 1986/02/24
- Source: Source: Proc. int. Conf. cold Reg. Eng., Anchorage/NRCC-CNRC, IRC Pap.
751-759/n. RCC 25847; IRC n. 1363. - Document available for consultation in the library of the IIR headquarters only.
Indexing
- Themes: Other industrial applications
- Keywords: Permafrost; Civil engineering; Calculation; Mechanical property; Ground; Ground freezing
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