Search
CSV
RISLateral Force‐Displacement Response of Buried Pipe
Publisher: American Society of Civil Engineers
Abstract: The results of an experimental program to assess the response of buried pipes to lateral ground movements are presented. The effects of pipe depth, soil density, pipe diameter, and pipe roughness are considered, and test ...
Closure to “<i>Lateral Force‐Displacement Response of Buried Pipe</i>” by Charles H. Trautmann and Thomas D. O'Rourke (September, 1985, Vol. 111, No. 9)
Publisher: American Society of Civil Engineers
Uplift Load‐Displacement Behavior of Spread Foundations
Publisher: American Society of Civil Engineers
Abstract: The design of spread foundations for uplift loads is based primarily on capacity considerations, largely because there has been only a limited effort to characterize the load‐displacement response of these foundations. ...
Discussion of “<i>Uplift Behavior of Horizontal Anchor Plates in Sand</i>” by Edward A. Dickin (November, 1988, Vol. 114, No. 11)
Publisher: American Society of Civil Engineers
Closure to “<i>Uplift Load‐Displacement Behavior of Spread Foundations</i>” by Charles H. Trautmann and Fred H. Kulhawy (February, 1988, Vol. 114, No. 2)
Publisher: American Society of Civil Engineers
Uplift Force‐Displacement Response of Buried Pipe
Publisher: American Society of Civil Engineers
Abstract: The design of buried pipelines in areas of vertical ground movement is governed, in part, by the magnitude of the forces imposed on the pipe and the displacements at which they are developed. An experimental study of these ...
Closure to “<i>Uplift Force‐Displacement Response of Buried Pipe</i>” by Charles H. Trautmann, Thomas D. O'Rourke, and Fred H. Kulhawy (September, 1985, Vol. 111, No. 9)
Publisher: American Society of Civil Engineers
Closure to “Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay” by Paul W. Mayne, Fred H. Kulhawy, and Charles H. Trautmann
Publisher: American Society of Civil Engineers
Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay
Publisher: American Society of Civil Engineers
Abstract: The behavior of free-head rigid drilled shafts under static and cyclic lateral and moment loading was investigated using laboratory models in relatively large test chambers. This testing program represents perhaps one of ...