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Below are links to the mechanical drawings for the complete line of Big Block retaining wall blocks. You’ll see that we lead the way in retaining wall engineering.
|24” Bottom Block||DWF||DWG|
|24” Middle Block||DWF||DWG|
|24” Top Block||DWF||DWG|
|42” Bottom Block||DWF||DWG|
|42” Middle Block||DWF||DWG|
|60” Bottom Block||DWF||DWG|
|60” Middle Block||DWF||DWG|
|72” Bottom Block||DWF||DWG|
|24” Left Full Bottom Block||DWF||DWG|
|24” Left Full Middle Block||DWF||DWG|
|24” Left Full Top Block||DWF||DWG|
|24” Right Full Bottom Block||DWF||DWG|
|24” Right Full Middle Block||DWF||DWG|
|24” Right Full Top Block||DWF||DWG|
|24” Half Middle Block||DWF||DWG|
|24” Half Top Block||DWF||DWG|
|24” Half Left End Top Block||DWF||DWG|
|24” Half Right End Top Block||DWF||DWG|
|Reinforced Soil Retaining Wall Section|
Standard Gravity Design Charts
|Gravity Wall Design Charts|
|4 Degree Slope|
|4 Degree 250|
|7 Degree Slope|
|7 Degree 250|
The information contained in the charts below were compiled by Big Block, Inc. and represents the product use in the application illustrated to the best of our knowledge. The charts are for estimating purposes and conceptual reference only. Big Block accepts no liability for improper use or actual construction utilizing these charts. A qualified professional engineer with knowledge of actual site conditions and materials should perform specific wall design.
1.Design calculations follow NCMA standards as outlined in Design Manual for Segmental Retaining Walls (2nd Ed).
2.Minimum safety factors are 1.5 for sliding, 1.5 for overturning and 2.0 for bearing capacity.
3.Global stability analysis has not been addressed in the charts.
4.Unit weight of soils is assumed to be 120 pcf.
5.The phi angle of the retained and foundation soil is assumed to be the same for chart calculations. See typical base block detail for leveling pad recommendations.
6.Wall installations shall follow Big Block guidelines plus any additional requirements of the engineer of record, site specifications and