Allowable Value for Pavement Surface Lift According to Required Evenness Under Freezing Conditions
Abstract
The article is devoted to the problem of stability of road pavements constructed under the conditions of frozen soils. The theoretical results are presented for the determination of allowable values of the pavement lift to provide its required homogeneity. The comparative analysis is conducted for the allowable lift value on account of the pavement homogeneity and roughness.
About the Author
Vladimir S. Churilin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
1. Shesler A.I. Neravnomernost deformacii nezhyostkih dorozhnyh odezhd pod vozdejstviem pucheniya osadki gruntov: dis. … kand. tekhn. nauk [Unhomogeneity of deformation of nonrigid pavements under soil heaving-settlement. PhD Thesis]. Moscow, 1968. 184 p. (rus)
2. Efimenko V.N. Vodno-teplovoi rezhim zemlyanogo polotna avtomobil'nykh dorog pri glubokom promerzanii gruntov (Na primere Yugo-Vostoka Zapadnoi Sibiri): dis. … kand. tekhn. nauk [Water-heating conditions of road-bed with deep soil freezing (South-East of Western Siberia case studies). PhD Thesis]. Moscow, 1978. 216 p. (rus)
3. Churilin V.S. Rezul'taty opredeleniya dopustimoi velichiny moroznogo pucheniya gruntov [Determination of allowed value of frost heave in soils]. Vestnik TSUAB. 2015. No. 5. Pp. 211–218. (rus)
Review
For citations:
Churilin V.S. Allowable Value for Pavement Surface Lift According to Required Evenness Under Freezing Conditions. Vestnik of Tomsk state university of architecture and building. 2016;(5):174-177. (In Russ.)
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