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Segmental Retaining Walls - Seismic Design Manual, 1st Edition, authored by R.
#MSEW GSTABL7 MANUAL#
The NCMA design procedure, as implemented in MSEW(3.0), is detailed in:ĭesign Manual for Segmental Retaining Walls, 2nd Edition, edited by James C. This option is limited to block (segmental) walls having simple geometry and using geosynthetic reinforcement (same as the instructions in the NCMA guidelines).
MSEW(3.0) also includes an option to use the NCMA design method. The details of AASHTO LRFD design are provided in the Bridge Section of AASHTO guidelines it is recommended that the user purchase a copy of these guidelines from AASHTO.
#MSEW GSTABL7 MANUALS#
These manuals serve as the basis for AASHTO 98/02 (ASD). FHWA-SA-96-071) as well as a revised version of Demo82 ( FHWA NHI-00-043).
#MSEW GSTABL7 SOFTWARE#
The Help in MSEW(3.0) software includes relevant sections of Demonstration Project 82 ( Publication No. This version includes many enhancements such as calculations of quantities, more versatile surcharge loads, use of Coulomb lateral earth pressures for both internal and external stability, user's generated databases, improved presentation of slope stability results, graphic files compatible with AutoCAD®, design methods based on NCMA or LRFD, and more. ADAMA Engineering offers version 3.0 to the public. Version 1.0 has been designated exclusively for use by US State Highway Agencies and by US Federal agencies. The same applied to database files.ĪDAMA Engineering developed the copyrighted program MSEW Version 1.0 for the US Federal Highway Administration (FHWA). Files generated using MSEW(2.0) can be read using MSEW(3.0). Furthermore, by a click of a button, virtually all tables in MSEW(3.0) can be exported to Excel or be printed. The exported data includes elements such as connection strength thus facilitating a more comprehensive stability analysis for which ReSSA is ideal. For more in-depth and efficient global analysis, MSEW(3.0) can export data files for analysis using ReSSA(2.0). MSEW(3.0) allows for global stability analysis using Bishop method with circular arc. Such exploration is useful for the development of new systems as well as the occasional need to conduct forensic study. Although the program generally follows the guidelines of established design procedures, the user can explore design options and concepts beyond the formal guidelines the user can override all default values. NCMA is limited to geosynthetic reinforced segmental retaining walls (SRW). Note that AASHTO98/02 is based on allowable stress design ( ASD) whereas AASHTO 2007-2010 is based on load resistance factor design ( LRFD).
It follows the design guidelines of AASHTO98 /Demo 82, AASHTO02 /FHWA-NHI-00-043, AASHTO 2007-2010, or NCMA97/98. MSEW(3.0) is an interactive program for the design and analysis of mechanically stabilized earth walls.
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