Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/12023
Title: The construction of an embankment with frozen soil
Authors: Michigan Technological University. Department of Civil Engineering
Botz, J. J. (James Joseph)
Haas, Wilbur M.
Keywords: Cold regions
Physical properties
Soil mechanics
Frozen soils
Frozen ground
Permafrost
Construction
Soils
Engineering
Stability
Soil stability
Excavation
Freezing
Embankments
Soil physics
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Special report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 80-21.
Description: Special Report
Abstract: This paper presents the construction procedure, data and analysis from an experimental field program to determine the rippability and compaction characteristics of frozen soil. Also investigated was the stability upon thawing of the frozen soil compacted in the field. A test embankment, 60 feet by 20 feet and 4.5 feet high, was constructed of two sandy soils by conventional construction techniques. The material was ripped with a tractor-mounted ripper, hauled with a dump truck and compacted with a sheepsfoot roller. The embankment was instrumented for settlement and soil temperature. Field and laboratory testing was conducted to analyze the deformation in the embankment with an elastic method and a finite element computer solution. Also, the frozen chunks produced in the ripping operation were analyzed to determine the rippability of the frozen ground. From the results of the experimental pro9ram, several important conclusions concerning winter earthwork were obtained. 1) Ripping frozen soil can be accomplished with heavy equipment which will produce a large range of chunk sizes. 2) The effectiveness of field compaction of frozen material is highly dependent on the moisture content of the soil. 3) The magnitude of settlement in embankments constructed of frozen material is closely related to the compacted dry density of the placed soil.
Rights: Approved for public release; distribution is unlimited.
URI: http://hdl.handle.net/11681/12023
Appears in Collections:Special Report

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