DIGGING FROZEN GROUND

The following methods of trench construction in frozen ground were investigated: (1) utilization of a disk saw in both vertical and horizontal positions; (2) utilization of drop hammers as pressure cutters and of wedges to dispose of the blocks produced; (3) cutting narrow channels in the frozen gro...

Full description

Bibliographic Details
Main Author: Sergeev,A. I.
Other Authors: SNOW ICE AND PERMAFROST RESEARCH ESTABLISHMENT WILMETTE ILL
Format: Text
Language:English
Published: 1961
Subjects:
Snow
Ice and Permafrost
Construction Equipment
Materials & Supplies
(*EARTH HANDLING EQUIPMENT
EFFECTIVENESS)
SOILS
FREEZING
ICE
CUTTING TOOLS
POWER
WEAR RESISTANCE
USSR
Ice
permafrost
wedge*
Online Access:http://www.dtic.mil/docs/citations/AD0648510
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0648510
Description
Summary:The following methods of trench construction in frozen ground were investigated: (1) utilization of a disk saw in both vertical and horizontal positions; (2) utilization of drop hammers as pressure cutters and of wedges to dispose of the blocks produced; (3) cutting narrow channels in the frozen ground 3-4 cm wide using a 12-bladed cutter; (4) utilization of a modified trench excavator with a chain conveyor. The first two methods were judged useless. The third method required minimum power, but a high rate of blade damage and wear rendered it impracticable. The fourth method was also hampered by a high rate of blade wear and, in addition, had a high power consumption. Possible schemes for overcoming the blade-wear problem are discussed. Razrabotka Merzlykh Gruntov, trans. of Mekhanizatsiya Stroitelstva (USSR) v13 n1 p6-10 1956.

Similar Items