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Incorporating direct demand modeling and improved modal choice into freight commodity movement models.
(Massachusetts Institute of Technology, 1974)
Physical mechanisms controlling the strength and deformation behavior of frozen sand
(Massachusetts Institute of Technology, 1991)
Frequency analysis of structures with foundation interaction
(Massachusetts Institute of Technology, 1975)
Nonlinear effects in soil structure interaction
(Massachusetts Institute of Technology, 1977)
Coordinating construction projects : modern organization theory applied to project management.
(Massachusetts Institute of Technology, 1977)
Experiments in fluid spreading in the partial wetting regime
(Massachusetts Institute of Technology, 2014)
The spread of a fluid on a flat surface has been the subject of intense research for a number of decades, having importance in surface treatment technologies, porous media flow, and common naturally ocurring phenomena. In ...
A study of the methods of constructing foundations for high office buildings in Boston, Massachusetts
(Massachusetts Institute of Technology, 1930)
Lateral load capacity of drilled shafts in jointed rock
(Massachusetts Institute of Technology, 1999)
Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the p-y curve method used in design of laterally loaded drilled shafts in soil is adopted in ...
Use of electrical pressure transducers to measure soil pressure.
(Massachusetts Institute of Technology, 1966)
Assessing the fate of PAHs in the Boston Inner Harbor using semipermeable membrane devices (SPMDs)
(Massachusetts Institute of Technology, 1998)
This study used a relatively new sampling tool called semipermeable membrane devices (SPMDs) to quantify dissolved concentrations of the following polycyclic aromatic hydrocarbons (PAHs) in three locations of the Boston ...