Effect of a pile driven in a predrilled hole on the stress-strain state of plastically frozen soil-Reference-Cited by-同舟云学术

Effect of a pile driven in a predrilled hole on the stress-strain state of plastically frozen soil

Published:2007-07 Issue:4 Volume:44 Page:146-150
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Aksenov V. I.,Gevorkin S. G.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Link

http://link.springer.com/content/pdf/10.1007/s11204-007-0027-9.pdf

Reference7 articles.

1. N. A. Tsytovich, Mechanics of Frozen Soils [in Russian], Vysshaya Shkola, Moscow (1973).

2. S. S. Vylov, Yu. O. Targulyan, and D. P. Vysotskii, Interaction between frozen soil and piles and pipes embedded by vibratory machinery, Materials Presented at the Eighth All-Union International Conference on Geocryology (Permafrostology) [in Russian], No. 5, Yakutsk (1966), pp. 224–234.

3. Recommendations for Determination of the Strength of Frozen Soils with Marine Salinity [in Russian], FGUP PNIIIS, Moscow (2001).

4. V. I. Aksenov and S. G. Gevorkyan, “Indirect method of determining the compression modulus of frozen soils,” Prom. Stroit., No. 8, 15–17 (1999).

5. Yu. O. Targulyan, Installation of Pile Foundations in Permafrost [in Russian], Stroiizdat, Leningrad (1978).

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