To, Albert Chi Fu (1999). Lateral load capacity of drilled shafts in jointed rock. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/40018
Category: theses
Link
Meyer, Thomas (1999). Geologic stochastic modeling of rock fracture systems related to crustal faults. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/9317
Link
Martinez, Ariel Ruy (1999). Fracture coalescence in natural rocks”. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/79986
Link
Nussbaumer, Martin Manfred (2000). A comprehensive review on rock burst. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/80970
Link
Liakos, Alexios Leonidas (2000). Effect of soil consolidation on soil-lining interaction in tunnels. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/80943
Link
Karam, Karim Semaan (2000). On rainfall-induced landslides : a deterministic approach. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/80940
Link
Haas, Christoph (2000). Updating the “Decision Aids for Tunneling”. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/31090
Link
Nikolinakou, Maria-Aikaterini (2001). Application of the geostatistical program NOMAD-KRIBS to geoenvironmental problems. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/84241
Link
Aftias, Michalis Emmanouil (2001). Introducing basic structural engineering concepts through a web-based interactive learning environment. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/84250
Link
Locsin, Jean Louis Zuñiga (2002). Modeling rock fracture intersections : application in the Boston Area and estimation of the well-test flow dimension. M.S. thesis, Massachusetts Institute of Technology. URI: https://dspace.mit.edu/handle/1721.1/84782
