COMPUTER APPLICATION OF CLM LATERAL LOAD ANALYSIS TO PILES AND DRILLED SHAFTS. TECHNICAL NOTE
The characteristic load method (CLM) for analysis at laterally loaded piles and drilled shafts can be employed to accurately estimate ground-line deflections and maximum bending moments for free-head and fixed-head piles in clay and sand. This technical note shares formulas for the nonlinear relationships used in the CLM for analysis of laterally loaded piles and drilled shafts. These equations can be used in spreadsheets or computer code to automate and simplify the analyses. The steps to be taken for spreadsheet analysis of loading conditions involving both load and moment are detailed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339410
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- Brettmann, T
- Duncan, J M
- Publication Date: 1996-6
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 496-498
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Serial:
- Journal of Geotechnical Engineering
- Volume: 122
- Issue Number: 6
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9410
Subject/Index Terms
- TRT Terms: Analysis; Bending moments; Deflection; Equations; Support piles
- Uncontrolled Terms: Drilled shafts; Lateral loads
- Subject Areas: Geotechnology; Highways; I42: Soil Mechanics;
Filing Info
- Accession Number: 00726090
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 22 1996 12:00AM