The adfreeze strength developed during freezing of cylindrical piles to fine Ottawa sand mixed with 14% by weight of water was measured under constant rates of pile displacement on an Instron testing machine and under constant load [in a creep equipment]. Four types of pile were studied: natural B.C. fir, concrete, steel coated with a red oxide primer, and creosoted B.C. fir. Constant rate tests showed that adfreeze strength increased with increasing load rate. Preliminary data from the constant load creep tests indicate that the load dependence of the steady-state creep rate for piles in frozen sand agrees with the displacement rate dependence of the adfreeze strengths determined by extrapolation of the results of the constant rate tests. ...
An alternating stress as small as 5% of the static stress was found to accelerate the displacement r...
Results of several long-term creep tests of piles in frozen soils are analyzed; the primary or atten...
The behavior of pile groups in sand under different loading rates is investigated. A total of 60 tes...
Laboratory measurements of adfreeze strength of Ottawa fine sand to three different types of model p...
The adfreeze bond strengths of wood, concrete, and steel H- section piles embedded in freshwater ice...
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
Results of tests to determine the adfreezing strength of freshwater ice to piles having different su...
Studies of uplift forces on steel pipe piles in frost- susceptible varved clays were carried out nea...
The heaving force transmitted to 3 1/2-in. (7.6-cm) diameter steel pipes by adfreezing in Leda clay ...
Laboratory tests were conducted to investigate the effects of displacement rate, ice thickness and p...
Field tests of grouted rod anchors installed in permafrost ( frozen, stratified clays and silts cont...
Four different platen configurations were used to determine the influence of some end conditions on ...
The rheological behavior of a pile-frozen soil interface can accelerate pile settlement in pile foun...
Wet rodding and multiple-sieve pluviation methods of controlling sand density in the preparation of ...
Cylindrical specimens of fine Ottawa sand (A.S.T.M. designation C-109), compacted at the optimum moi...
An alternating stress as small as 5% of the static stress was found to accelerate the displacement r...
Results of several long-term creep tests of piles in frozen soils are analyzed; the primary or atten...
The behavior of pile groups in sand under different loading rates is investigated. A total of 60 tes...
Laboratory measurements of adfreeze strength of Ottawa fine sand to three different types of model p...
The adfreeze bond strengths of wood, concrete, and steel H- section piles embedded in freshwater ice...
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
Results of tests to determine the adfreezing strength of freshwater ice to piles having different su...
Studies of uplift forces on steel pipe piles in frost- susceptible varved clays were carried out nea...
The heaving force transmitted to 3 1/2-in. (7.6-cm) diameter steel pipes by adfreezing in Leda clay ...
Laboratory tests were conducted to investigate the effects of displacement rate, ice thickness and p...
Field tests of grouted rod anchors installed in permafrost ( frozen, stratified clays and silts cont...
Four different platen configurations were used to determine the influence of some end conditions on ...
The rheological behavior of a pile-frozen soil interface can accelerate pile settlement in pile foun...
Wet rodding and multiple-sieve pluviation methods of controlling sand density in the preparation of ...
Cylindrical specimens of fine Ottawa sand (A.S.T.M. designation C-109), compacted at the optimum moi...
An alternating stress as small as 5% of the static stress was found to accelerate the displacement r...
Results of several long-term creep tests of piles in frozen soils are analyzed; the primary or atten...
The behavior of pile groups in sand under different loading rates is investigated. A total of 60 tes...