Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. M.S.MICROFICHE COPY ALSO AVAILABLE IN BARKER ENGINEERING LIBRARY.Leaf 145 omitted.Bibliography: leaves 187-189.M.S
The soils engineer responsible for the adequacy of the design of embankments regularly finds himself...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1984.MICROFICHE CO...
756844220Executive summary report.PDFTech ReportFHWA-OH-2009/7134319(0)EmbankmentsShear strengthClay...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. M.S.MICROFICHE COPY...
Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engine...
Over the years, papers have been published to examine the behaviour of soft marine clay foundation ...
SIGLEAvailable from British Library Document Supply Centre- DSC:D062857 / BLDSC - British Library Do...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.Bibliography:...
SIGLEAvailable from British Library Document Supply Centre-DSC:DX196868 / BLDSC - British Library Do...
Thesis. 1978. Sc.D.--Massachusetts Institute of Technology. Dept. of Civil Engineering.MICROFICHE CO...
Summary. This paper begins with a brief description of the constitutive MIT-E3 model. The model is u...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Ph.D.MICROFICHE COP...
Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.Bibliography: ...
The observation of failure surfaces within column supported embankments is critical to understanding...
The soils engineer responsible for the adequacy of the design of embankments regularly finds himself...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1984.MICROFICHE CO...
756844220Executive summary report.PDFTech ReportFHWA-OH-2009/7134319(0)EmbankmentsShear strengthClay...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. M.S.MICROFICHE COPY...
Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engine...
Over the years, papers have been published to examine the behaviour of soft marine clay foundation ...
SIGLEAvailable from British Library Document Supply Centre- DSC:D062857 / BLDSC - British Library Do...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.Bibliography:...
SIGLEAvailable from British Library Document Supply Centre-DSC:DX196868 / BLDSC - British Library Do...
Thesis. 1978. Sc.D.--Massachusetts Institute of Technology. Dept. of Civil Engineering.MICROFICHE CO...
Summary. This paper begins with a brief description of the constitutive MIT-E3 model. The model is u...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Ph.D.MICROFICHE COP...
Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.Bibliography: ...
The observation of failure surfaces within column supported embankments is critical to understanding...
The soils engineer responsible for the adequacy of the design of embankments regularly finds himself...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1984.MICROFICHE CO...
756844220Executive summary report.PDFTech ReportFHWA-OH-2009/7134319(0)EmbankmentsShear strengthClay...