Scholarly record
REMOTE SENSING DATA OF THE PEATLANDS AS BASE OF DETECTING RISK SOURCE FOR THE LINEAR INFRASTRUCTURE BUILDING IN SOUTH PART OF CRYOLITHOZONE
Abstract
The permafrost zone (cryolithozone) is undergoing now an intensive anthropogenic influence. The strongest influence of the linear structure could be heating of the upper part of the ground layer, thawing of ice inclusions, weakening of the soil and surface subsidence. The strongest risk for constructing engineering structures within the southern part of the cryolithozone results from peatlands because of peat soil with high ice content. The aim of this work is revealing main interpretation criteria of peatlands containing thawing, frozen, and ice-soil with the purpose of studying peatland dynamics along the linear structures in the southern part of cryolithozone. Using remote sensing data and basing on traditional methods of indicative interpretation, widely developed in bog science, it is possible to determine ice content reliably and, accordingly, the hazard. A joint study of remote sensing data and geological engineering survey was done for the study area. 128 peatland sites were detected on the base of suggested classification features along the pipeline route, which were ranged by their danger for the structure. The following types of peatlands were revealed: type 1 ? peatlands with thawing thin peat; type 2 - peatlands with thawing thin peat surrounding by frozen soil; type 3 - peatlands with little and medium ice content in peat; 4 - peatlands with high ice content in peat. Accordingly, every type has got its rank of danger: type 1 ? 0; type 2 ? 1; type 3 ? 2; type 4 ? 3.
Publication Impact Profile
Publication details
References6
Cosford J., Van Zeyl D., Penner L. Terrain analysis for pipeline design, construction, and operation, Journal of Pipeline Engineering. 13, 2014, pp. 149-165.
Mazhitova G., Karstkarel N., Oberman N., Romanovsky V., Kuhry P. Permafrost and Infrastructure in the Usa Basin (Northeast European Russia): Possible Impacts of Global Warming. AMBIO: A Journal of the Human Environment, 33(6):289-294. 2004.
Methodological guidelines for an engineering-geological survey of a scale of 1: 200 000 (1: 100000-1: 500000) (Metodicheskoye rukovodstvo po inzhenerno-geologicheskoy s"yemke masshtaba 1:200 000 (1:100000-1:500000)). Moscow, Nedra, 1978, 391 p. (VSEGINGEO).
Pavlov A.V., Perlstein G.Z., Tipenko G.S. Actual aspects of modeling and prediction of the permafrost thermal state under climate change conditions (Aktual'nyye aspekty modelirovaniya i prognoza termicheskogo sostoyaniya kriolitozony v usloviyakh menyayushchegosya klimata) Kriosfera Zemli. 2010. v. 14, no 1. pp. 3-12.
Ragozin A.L. The main provisions of the theory of dangerous geological processes and risks (Osnovnyye polozheniya teorii opasnykh geologicheskikh protsessov i riskov). Abstracts of the 3rd international conference “New ideas in Earth Sciences”, Moscow, vol. 4, 1997, p. 115.
Streletskiy D.A., Shiklomanov N.I., Nelson F.E. Permafrost, Infrastructure, and Climate Change: A GIS-Based Landscape Approach to Geotechnical Modeling. Arctic, Antarctic, and Alpine Research, Vol. 44, No. 3, 2012, pp. 368–380
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.


