Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1996.Includes bibliographical references (p. 341-350).by Dante E. Legaspi, Jr.Ph.D
Capacity analysis is a common preliminary step in the design of offshore foundations. Inaccuracies i...
This study examines the validity for representing the mobilized shear strength as the spatial averag...
The design of shallow foundations requires defining clearly and objectively to the soil under study,...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1992.Includes bi...
Ph.D.Civil engineeringUniversity of Michigan, Horace H. Rackham School of Graduate Studieshttp://dee...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1961.Vita.Includ...
This paper describes an international exercise aimed at assessing the geotechnical engineering profe...
The geotechnical problem of the rigid shallow foundation resting near a slope or cut is a problem th...
Finite Element Analysis (FEA) is used to calibrate a decision-making tool based on an extension of t...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. Ph.D.MICROFICHE COP...
Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.Includes bib...
The paper contains the analysis 86 field tests and calculations conducted by the authors for predict...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Ph.D.MICROFICHE COP...
When foundations are designed on weak clay layers, it is a common practice to modify the subgrade by...
Capacity analysis is a common preliminary step in the design of offshore foundations. Inaccuracies i...
This study examines the validity for representing the mobilized shear strength as the spatial averag...
The design of shallow foundations requires defining clearly and objectively to the soil under study,...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1992.Includes bi...
Ph.D.Civil engineeringUniversity of Michigan, Horace H. Rackham School of Graduate Studieshttp://dee...
Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1961.Vita.Includ...
This paper describes an international exercise aimed at assessing the geotechnical engineering profe...
The geotechnical problem of the rigid shallow foundation resting near a slope or cut is a problem th...
Finite Element Analysis (FEA) is used to calibrate a decision-making tool based on an extension of t...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. Ph.D.MICROFICHE COP...
Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.Includes bib...
The paper contains the analysis 86 field tests and calculations conducted by the authors for predict...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Ph.D.MICROFICHE COP...
When foundations are designed on weak clay layers, it is a common practice to modify the subgrade by...
Capacity analysis is a common preliminary step in the design of offshore foundations. Inaccuracies i...
This study examines the validity for representing the mobilized shear strength as the spatial averag...
The design of shallow foundations requires defining clearly and objectively to the soil under study,...