Add to ORKGMassachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.MICROFICHE COPY ALSO AVAILABLE IN BARKER ENGINEERING LIBRARY.Vita.Bibliography: leaves 112-117.Sc.D
Several Foundations Failures are analyze and a comparative study is made, of the bearing capacity of...
The investigation was undertaken to determine shear strength and pore pressure parameters of a soil ...
thesisstudy compares predicted and field measured excess pore pressures in a soft, saturated clay s...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. M.S.MICROFICHE COPY...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. Ph.D.MICROFICHE COP...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1990.Includes bibl...
It has been known for a long time now that in soft and sensitive clays undrained failure occurs appa...
It has been known for a long time now that in soft and sensitive clays undrained failure occurs appa...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Civ.E.MICROFICHE CO...
Thesis. 1977. Sc.D.--Massachusetts Institute of Technology. Dept. of Civil Engineering.MICROFICHE CO...
The undrained response of cohesive soils is of paramount importance in geomechanics and it has beenm...
In the early days of Soil Mechanics and Foundation Engineering, two important assumptions were made ...
Thesis (M.Eng.Sc.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 199
AbstractThe paper presents results of laboratory unconfined and confined shear tests. Tests were con...
Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Chemical Engineering, 1961.MIT copy b...
Several Foundations Failures are analyze and a comparative study is made, of the bearing capacity of...
The investigation was undertaken to determine shear strength and pore pressure parameters of a soil ...
thesisstudy compares predicted and field measured excess pore pressures in a soft, saturated clay s...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. M.S.MICROFICHE COPY...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. Ph.D.MICROFICHE COP...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1990.Includes bibl...
It has been known for a long time now that in soft and sensitive clays undrained failure occurs appa...
It has been known for a long time now that in soft and sensitive clays undrained failure occurs appa...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Civ.E.MICROFICHE CO...
Thesis. 1977. Sc.D.--Massachusetts Institute of Technology. Dept. of Civil Engineering.MICROFICHE CO...
The undrained response of cohesive soils is of paramount importance in geomechanics and it has beenm...
In the early days of Soil Mechanics and Foundation Engineering, two important assumptions were made ...
Thesis (M.Eng.Sc.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 199
AbstractThe paper presents results of laboratory unconfined and confined shear tests. Tests were con...
Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Chemical Engineering, 1961.MIT copy b...
Several Foundations Failures are analyze and a comparative study is made, of the bearing capacity of...
The investigation was undertaken to determine shear strength and pore pressure parameters of a soil ...
thesisstudy compares predicted and field measured excess pore pressures in a soft, saturated clay s...