Stabilization of tubular pile foundations in heaving soils

Author:

Cheverev V. G.,Pustovoit G. P.,Vidyapin I. Yu.,Belyi D. V.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference5 articles.

1. A. L. Lyazgin, S. V. Ostroborodov, G. P. Pustovoit, and K. P. Shevtsov, “Leveling of pile foundations supporting transmission lines by controlling the temperature regime of the soil beds,” Osn., Fundam. Mekh. Gruntov, No. 1, 20–23 (2004).

2. E. D. Ershov, S. N. Buldovich, V. G. Cheverev, I. Yu. Vidyapin, and A. V. Medvedev, Mathematical modeling of the freezing and frost heaving of disperse soils, Materials Presented at the Second Conference of Russian Geocryologists, Vol. 1, Physico-chemical Mechanics of Frozen Rocks [in Russian], Moscow (2001), 74–81.

3. Fundamentals of Geocryology. Part 5, Engineering Geocryology [in Russian], edited by É. D. Ershov, Moscow (1999), 109–133.

4. A. L. Lyazgin and G. P. Pustovoit, Provision for the frost-heave stability of foundations supporting electric transmission lines under conditions in Northwestern Siberia, Materials Presented at the Second Conference of Russian Geocryologists, Vol. 4, Engineering Geocryology [in Russian], Moscow (2001), 165–171.

5. V. G. Cheverev, Commercial reclamation of soils in the cryolithozone by an aqueous polymer solution, Materials Presented at the First Conference of Russian Geocryologists, 3, Engineering Geocryology [in Russian], Moscow (1996), 178–188.

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