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Publications tagged with [lateral loading]

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The classical problem of a beam on an elastic foundation (BOEF) has long been of practical interest to geotechnical engineers, because it provides a framework for computing deflections, not only of foundations, but also of vertically oriented laterally loaded ...
Reference: Géotechnique, 2011
This manual embraces both construction and design of drilled shafts, and addresses the following topics: applications of drilled shafts for transportation structure foundations general requirements for subsurface investigations construction means and methods ...
Reference: Federal Highway Administration, FHWA NHI-10-016, 2010
Lateral load tests were performed on a full-scale pile cap in clay before and after construction of shallow soilcrete walls produced by soil mixing and jet grouting on either side of the pile cap. This relatively simple approach increased the lateral resistance ...
Reference: GeoFlorida 2010: Advances in Analysis, Modeling & Design GSP199, ASCE
<p>This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential ...
Reference: JTRP Technical Reports
This paper describes a method of conducting rapid lateral loading tests of deep foundations in which the load is applied to the foundation with a time duration of less than one second. For purposes of this paper the loading is applied using a pyrotechnic loading ...
Reference: DFI Journal Volume 1, No. 1, Sep 2007, Deep Foundations Institute, pp. 54-62.
Integral pile shaft-columns have been increasingly used for bridge foundations in California because of the economical construction of large diameter Cast-In-Drilled-Hole (CIDH) piles. The current design method of piles against lateral loading involves the ...
Reference: Final Report Submitted to Caltrans under Contract No. 59A0051, Report No. SSRP–2001/22