Laboratory measurements of adfreeze strength of Ottawa fine sand to three different types of model piles under constant rates of loading are reported in this paper. Adfreeze strength, tau[f], at peak load increased with increasing loading rate (i.e., rate of displacement of cross-head of the testing machine), l dot, and followed a power law tau[f] approximately equal to l dot[m]. The maximum adfreeze bond strength developed with uncoated wood piles (B.C. fir and spruce). Concrete piles developed adfreeze bond strengths lower than wood but higher than steel and coated piles. Coatings (creosote, paint, etc.) reduced adfreeze bond strength considerably. In decreasing order of adfreeze bond strength, the piles rated as follows: uncoated B.C. fi...
The paper focuses on investigation of properties of two most widely used self-set sand binder system...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1994.Includes bi...
The behavior of pile groups in sand under different loading rates is investigated. A total of 60 tes...
The adfreeze strength developed during freezing of cylindrical piles to fine Ottawa sand mixed with ...
The adfreeze bond strengths of wood, concrete, and steel H- section piles embedded in freshwater ice...
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 ...
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
Laboratory tests were conducted to investigate the effects of displacement rate, ice thickness and p...
Wet rodding and multiple-sieve pluviation methods of controlling sand density in the preparation of ...
Field studies of uplift forces by frost heaving are described for columns of various types and sizes...
Four different platen configurations were used to determine the influence of some end conditions on ...
The article describes the laboratory evaluation of mixtures of sand modified with wood fly ash (WFA)...
The capacity of sand slurried pipe piles in ice poor permafrost soil can be limited by the low bond ...
The paper focuses on investigation of properties of two most widely used self-set sand binder system...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1994.Includes bi...
The behavior of pile groups in sand under different loading rates is investigated. A total of 60 tes...
The adfreeze strength developed during freezing of cylindrical piles to fine Ottawa sand mixed with ...
The adfreeze bond strengths of wood, concrete, and steel H- section piles embedded in freshwater ice...
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 ...
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
Laboratory tests were conducted to investigate the effects of displacement rate, ice thickness and p...
Wet rodding and multiple-sieve pluviation methods of controlling sand density in the preparation of ...
Field studies of uplift forces by frost heaving are described for columns of various types and sizes...
Four different platen configurations were used to determine the influence of some end conditions on ...
The article describes the laboratory evaluation of mixtures of sand modified with wood fly ash (WFA)...
The capacity of sand slurried pipe piles in ice poor permafrost soil can be limited by the low bond ...
The paper focuses on investigation of properties of two most widely used self-set sand binder system...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1994.Includes bi...
The behavior of pile groups in sand under different loading rates is investigated. A total of 60 tes...