DOIAbstract
Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1981.MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.Vita.Bibliography: leaves 420-431.by John Mei-Ming Ting.Sc.D
Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1981.MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.Vita.Bibliography: leaves 420-431.by John Mei-Ming Ting.Sc.D
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
A series of field tests was carried out at a permafrost site near Thompson, Manitoba, to investigate...
Field tests of grouted rod anchors installed in permafrost ( frozen, stratified clays and silts cont...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1994.Includes bi...
This paper describes the results of a series of creep test by uniaxial compression on frozen silty c...
In recent years, new challenges have arisen due to problems related to warming ground temperatures a...
Frozen soils consisting of ice and unfrozen water possess clearly defined rheological properties. Th...
Most of the existing theories of creep have been developed from two different viewpoints: micromecha...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering,...
Long term records indicate that on-going global warming has resulted in the thawing of some permafro...
Experimental and theoretical studies were made of the deformation and time-dependent failure of ice....
The development of physically-based constitutive relationships for modeling the time and temperature...
To study the mechanical properties of frozen soil, it is necessary to understand the damage characte...
Artificial ground freezing (AGF) provides a means by which excavations can be given temporary or per...
This is the author accepted manuscript. The final version is available from American Society of Civi...
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
A series of field tests was carried out at a permafrost site near Thompson, Manitoba, to investigate...
Field tests of grouted rod anchors installed in permafrost ( frozen, stratified clays and silts cont...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1994.Includes bi...
This paper describes the results of a series of creep test by uniaxial compression on frozen silty c...
In recent years, new challenges have arisen due to problems related to warming ground temperatures a...
Frozen soils consisting of ice and unfrozen water possess clearly defined rheological properties. Th...
Most of the existing theories of creep have been developed from two different viewpoints: micromecha...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering,...
Long term records indicate that on-going global warming has resulted in the thawing of some permafro...
Experimental and theoretical studies were made of the deformation and time-dependent failure of ice....
The development of physically-based constitutive relationships for modeling the time and temperature...
To study the mechanical properties of frozen soil, it is necessary to understand the damage characte...
Artificial ground freezing (AGF) provides a means by which excavations can be given temporary or per...
This is the author accepted manuscript. The final version is available from American Society of Civi...
Preliminary results of laboratory studies on the behaviour of model piles of wood, concrete, and ste...
A series of field tests was carried out at a permafrost site near Thompson, Manitoba, to investigate...
Field tests of grouted rod anchors installed in permafrost ( frozen, stratified clays and silts cont...
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