MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC
a. Effect of subgrade soil conditions on design b. Effect of frost and permafrost conditions c. Effect of ground water 3-02 BASE COURSE AND PAVENMENT COMIPOSITION a. Recommendations for base courses b. Recommendations for pavements 3-03 BASE COURSE DESIGN IN AREAS OF NON-FROST-SUSCEPTIBLE SOILS 3-04...
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ftciteseerx:oai:CiteSeerX.psu:10.1.1.644.546 2023-05-15T14:57:33+02:00 MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC Matthew B. Ridgway John A. Klien The Pennsylvania State University CiteSeerX Archives 1954 application/pdf http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.644.546 http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf en eng http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.644.546 http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf Metadata may be used without restrictions as long as the oai identifier remains attached to it. http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf 3-05 BASE COURSE DESIGN IN AREAS OF HIGHLY ORGANIC SOILS text 1954 ftciteseerx 2016-01-08T16:06:48Z a. Effect of subgrade soil conditions on design b. Effect of frost and permafrost conditions c. Effect of ground water 3-02 BASE COURSE AND PAVENMENT COMIPOSITION a. Recommendations for base courses b. Recommendations for pavements 3-03 BASE COURSE DESIGN IN AREAS OF NON-FROST-SUSCEPTIBLE SOILS 3-04 BASE COURSE DESIGN IN AREAS OF FROST-SUSCEPTIBLE SUBGRADES a. Design to restrict seasonal thaw to pavement and base depth b. Design based on reduced strength of subgrade Text Arctic permafrost Subarctic Unknown Arctic |
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Open Polar |
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Unknown |
op_collection_id |
ftciteseerx |
language |
English |
topic |
3-05 BASE COURSE DESIGN IN AREAS OF HIGHLY ORGANIC SOILS |
spellingShingle |
3-05 BASE COURSE DESIGN IN AREAS OF HIGHLY ORGANIC SOILS Matthew B. Ridgway John A. Klien MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC |
topic_facet |
3-05 BASE COURSE DESIGN IN AREAS OF HIGHLY ORGANIC SOILS |
description |
a. Effect of subgrade soil conditions on design b. Effect of frost and permafrost conditions c. Effect of ground water 3-02 BASE COURSE AND PAVENMENT COMIPOSITION a. Recommendations for base courses b. Recommendations for pavements 3-03 BASE COURSE DESIGN IN AREAS OF NON-FROST-SUSCEPTIBLE SOILS 3-04 BASE COURSE DESIGN IN AREAS OF FROST-SUSCEPTIBLE SUBGRADES a. Design to restrict seasonal thaw to pavement and base depth b. Design based on reduced strength of subgrade |
author2 |
The Pennsylvania State University CiteSeerX Archives |
format |
Text |
author |
Matthew B. Ridgway John A. Klien |
author_facet |
Matthew B. Ridgway John A. Klien |
author_sort |
Matthew B. Ridgway |
title |
MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC |
title_short |
MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC |
title_full |
MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC |
title_fullStr |
MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC |
title_full_unstemmed |
MILITARY CONSTRUCTION ARCTIC AND SUBARCTIC |
title_sort |
military construction arctic and subarctic |
publishDate |
1954 |
url |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.644.546 http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic permafrost Subarctic |
genre_facet |
Arctic permafrost Subarctic |
op_source |
http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf |
op_relation |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.644.546 http://www.wbdg.org/ccb/ARMYCOE/COETM/ARCHIVES/tm_5_852_3.pdf |
op_rights |
Metadata may be used without restrictions as long as the oai identifier remains attached to it. |
_version_ |
1766329656800182272 |