Add to ORKG"January 1970"--Cover.Includes bibliographical references (p. 16).Mode of access: Internet
Cover title."November 1960."Stresses and loads.Includes bibliographical references.Mode of access: I...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
Cover title."May 1967."Includes bibliographical references (p.54).Mode of access: Internet
Major development is seen in geotechnical aspect of slope stability analyses over the past few decad...
This item was digitized from a paper original and/or a microfilm copy. If you need higher-resolution...
As early as 1930, slope stability had been analyzed by limit equilibrium methods (LEM). Several meth...
The limit equilibrium method is commonly used for slope stability analysis, being relatively simple ...
In the assessment of slopes, factor of safety values still remain the primary indexes for determinin...
"December 1979"--Cover.Includes bibliographical references.Mode of access: Internet
Sponsored by Defense Nuclear Agency, conducted by U.S. Army of Engineer Waterways Experiment Station...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Cover title.Includes bibliographical references (p. 11).Mode of access: Internet
Factor of safety is defined as the ratio of total resisting forces to total driving forces along a c...
Ensuring the stability of slopes is always a challenging problem for geotechnical engineers. Be the ...
"March 1948"Cover title.Includes bibliographical references.Pt. I. Stress analysis applied to single...
Cover title."November 1960."Stresses and loads.Includes bibliographical references.Mode of access: I...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
Cover title."May 1967."Includes bibliographical references (p.54).Mode of access: Internet
Major development is seen in geotechnical aspect of slope stability analyses over the past few decad...
This item was digitized from a paper original and/or a microfilm copy. If you need higher-resolution...
As early as 1930, slope stability had been analyzed by limit equilibrium methods (LEM). Several meth...
The limit equilibrium method is commonly used for slope stability analysis, being relatively simple ...
In the assessment of slopes, factor of safety values still remain the primary indexes for determinin...
"December 1979"--Cover.Includes bibliographical references.Mode of access: Internet
Sponsored by Defense Nuclear Agency, conducted by U.S. Army of Engineer Waterways Experiment Station...
Traditionally, geotechnical engineers often use limit equilibrium method to find out the factor of s...
Cover title.Includes bibliographical references (p. 11).Mode of access: Internet
Factor of safety is defined as the ratio of total resisting forces to total driving forces along a c...
Ensuring the stability of slopes is always a challenging problem for geotechnical engineers. Be the ...
"March 1948"Cover title.Includes bibliographical references.Pt. I. Stress analysis applied to single...
Cover title."November 1960."Stresses and loads.Includes bibliographical references.Mode of access: I...
This paper uses the finite element upper and lower bound limit analysis to assess the stability of s...
Cover title."May 1967."Includes bibliographical references (p.54).Mode of access: Internet