Add to ORKGThe failure behaviour of shallow strip footings on granular soils under inclined loads is modelled using and analytical and experimental approac
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
The use of geo-reinforcements under shallow foundations is aimed to increase the soil mechanical pr...
The use of geo-reinforcements under shallow foundations is aimed to increase the soil mechanical pro...
International audienceThis paper presents a reliability-based approach for the analysis and design o...
International audienceThis paper presents a reliability-based approach for the analysis and design o...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
peer reviewedMost geotechnical design codes and books use the equations of Meyerhof or Terzaghi to c...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
The use of geo-reinforcements under shallow foundations is aimed to increase the soil mechanical pr...
The use of geo-reinforcements under shallow foundations is aimed to increase the soil mechanical pro...
International audienceThis paper presents a reliability-based approach for the analysis and design o...
International audienceThis paper presents a reliability-based approach for the analysis and design o...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
One of the important concerns within the field of geotechnical engineering is the presence of caviti...
peer reviewedMost geotechnical design codes and books use the equations of Meyerhof or Terzaghi to c...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
Most geotechnical design codes and books use the equations of Meyerhof or Terzaghi to calculate shal...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...
peer reviewedIn 1920 Prandtl published an analytical solution for the bearing capacity of a maximum ...