Add to ORKGThesis (Civ.E)--Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, 1960.Includes bibliographical references (leaves 41-43).by Ernesto Sarria Molina.Civ.
One of the most important mechanical properties is shear strength. It is conditioned by the value of...
Ever since Hvorslev proposed a failure criterion incorporating intrinsic parameters, several test pr...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
ments for the Degree of Civil Engineer. While Coulomb's criterion of failure is useful for prac...
The effective stress shear strength parameters of a sensitive clay are subject to a wide degree of i...
Thesis (Civ.E)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982MICROFICHE CO...
Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Chemical Engineering, 1961.MIT copy b...
thesisstudy compares predicted and field measured excess pore pressures in a soft, saturated clay s...
An extensive literature study has resulted in a data base on both the laboratory measured cohesion i...
In recent years, there have been considerable advances made in rheological theory and its applicatio...
Slopes of all kinds, including mountains, hills, sea coast bluffs, river banks, and man made cuts an...
An investigation has been conducted to gain a better understanding of the drained residual and fully...
In developing a constitutive model that could predict the settlement due to the collapse, several go...
The shear strength of cohesionless soil is reduced as the water pressure inside the pores of the soi...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.MICROFICHE COP...
One of the most important mechanical properties is shear strength. It is conditioned by the value of...
Ever since Hvorslev proposed a failure criterion incorporating intrinsic parameters, several test pr...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...
ments for the Degree of Civil Engineer. While Coulomb's criterion of failure is useful for prac...
The effective stress shear strength parameters of a sensitive clay are subject to a wide degree of i...
Thesis (Civ.E)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982MICROFICHE CO...
Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Chemical Engineering, 1961.MIT copy b...
thesisstudy compares predicted and field measured excess pore pressures in a soft, saturated clay s...
An extensive literature study has resulted in a data base on both the laboratory measured cohesion i...
In recent years, there have been considerable advances made in rheological theory and its applicatio...
Slopes of all kinds, including mountains, hills, sea coast bluffs, river banks, and man made cuts an...
An investigation has been conducted to gain a better understanding of the drained residual and fully...
In developing a constitutive model that could predict the settlement due to the collapse, several go...
The shear strength of cohesionless soil is reduced as the water pressure inside the pores of the soi...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.MICROFICHE COP...
One of the most important mechanical properties is shear strength. It is conditioned by the value of...
Ever since Hvorslev proposed a failure criterion incorporating intrinsic parameters, several test pr...
Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering...