CA2153941A1 - Convection Cooling of Embankments - Google Patents
Convection Cooling of EmbankmentsInfo
- Publication number
- CA2153941A1 CA2153941A1 CA 2153941 CA2153941A CA2153941A1 CA 2153941 A1 CA2153941 A1 CA 2153941A1 CA 2153941 CA2153941 CA 2153941 CA 2153941 A CA2153941 A CA 2153941A CA 2153941 A1 CA2153941 A1 CA 2153941A1
- Authority
- CA
- Canada
- Prior art keywords
- embankment
- roadway
- porous
- exists
- permafrost
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/35—Foundations formed in frozen ground, e.g. in permafrost soil
Abstract
A roadway for use on permafrost terrain is described together with methods of construction, the roadway generally including a porous embankment and a pavement structure disposed on the top of the embankment. The embankment has a desired vertical separation between the bottom and the top of the embankment and comprises material of sufficient permeability to allow buoyancy-driven pore air convection to occur within the embankment when an unstable density stratification exists therein. This unstable density stratification occurs in the winter months when a temperature differential between the top of the embankment and the ground adjacent the bottom of the embankment exists, whereby the roadway promotes natural convection within the porous embankment which enhances heat removal from the embankment and underlying ground to preserve the permafrost layer throughout the year.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA 2153941 CA2153941C (en) | 1995-07-14 | 1995-07-14 | Convection cooling of embankments |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA 2153941 CA2153941C (en) | 1995-07-14 | 1995-07-14 | Convection cooling of embankments |
Publications (2)
Publication Number | Publication Date |
---|---|
CA2153941A1 true CA2153941A1 (en) | 1997-01-15 |
CA2153941C CA2153941C (en) | 1999-04-06 |
Family
ID=4156229
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA 2153941 Expired - Fee Related CA2153941C (en) | 1995-07-14 | 1995-07-14 | Convection cooling of embankments |
Country Status (1)
Country | Link |
---|---|
CA (1) | CA2153941C (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510441A (en) * | 2013-10-16 | 2014-01-15 | 江苏省镇江市路桥工程总公司 | Three-dimensional-drainage roadbed structure for preventing water damage of road in cold region and construction method thereof |
CN113373754A (en) * | 2021-07-01 | 2021-09-10 | 新疆铁道勘察设计院有限公司 | Air isolation layer construction method, isolation overhead net and frozen soil roadbed construction method |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103966934A (en) * | 2014-04-30 | 2014-08-06 | 长沙理工大学 | Method for improving frozen stability of highway subgrade in seasonal frozen region |
CN106758559B (en) * | 2017-01-12 | 2019-01-04 | 中铁二院工程集团有限责任公司 | A kind of construction method of high-speed railway silt, flour sand embankment structure |
CN113846527B (en) * | 2021-09-29 | 2022-11-01 | 浙江大学 | Overwintering protection coiled material for seasonal frozen soil engineering and construction method |
-
1995
- 1995-07-14 CA CA 2153941 patent/CA2153941C/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510441A (en) * | 2013-10-16 | 2014-01-15 | 江苏省镇江市路桥工程总公司 | Three-dimensional-drainage roadbed structure for preventing water damage of road in cold region and construction method thereof |
CN103510441B (en) * | 2013-10-16 | 2015-06-17 | 江苏省镇江市路桥工程总公司 | Three-dimensional-drainage roadbed structure for preventing water damage of road in cold region and construction method thereof |
CN113373754A (en) * | 2021-07-01 | 2021-09-10 | 新疆铁道勘察设计院有限公司 | Air isolation layer construction method, isolation overhead net and frozen soil roadbed construction method |
Also Published As
Publication number | Publication date |
---|---|
CA2153941C (en) | 1999-04-06 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EEER | Examination request | ||
MKLA | Lapsed |