Soil and Rock Anchors for Mobile Homes: A State-of-the-art ReportU.S. Department of Commerce, National Bureau of Standards, 1979 - 147 pages |
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Page
... technical basis for equity in trade , and ( 4 ) technical services to promote public safety . The Bureau's technical work is per- formed by the National Measurement Laboratory , the National Engineering Laboratory , and the Institute ...
... technical basis for equity in trade , and ( 4 ) technical services to promote public safety . The Bureau's technical work is per- formed by the National Measurement Laboratory , the National Engineering Laboratory , and the Institute ...
Page 38
... technical engineering , these specific names are used to designate the size ranges of soil particles . The gravel and the sand sizes are further subdivided as shown in table 5.1 . The boundaries between one soil type and another have ...
... technical engineering , these specific names are used to designate the size ranges of soil particles . The gravel and the sand sizes are further subdivided as shown in table 5.1 . The boundaries between one soil type and another have ...
Page 46
... technical aspects which can be found , for example , in references 3 , 56 , 61 , 72 , 73 , 74 , 75 , 92 , 102 and 103 , suffice it to say that the pull - out capacity of an anchor buried or installed in cohe- sive soils is dependent on ...
... technical aspects which can be found , for example , in references 3 , 56 , 61 , 72 , 73 , 74 , 75 , 92 , 102 and 103 , suffice it to say that the pull - out capacity of an anchor buried or installed in cohe- sive soils is dependent on ...
Page 64
... Technical assistance may be required to ensure proper grout strength . The theoretical pull - out capacity of such an anchor is given by equation 3 . Q = TD LCB • ( eq . 3 ) where B C D fc = a strength reduction factor = allowable ...
... Technical assistance may be required to ensure proper grout strength . The theoretical pull - out capacity of such an anchor is given by equation 3 . Q = TD LCB • ( eq . 3 ) where B C D fc = a strength reduction factor = allowable ...
Page 138
... Technical Report 61-12 , ( Final Report on Task 9M89-02-015-08 ) , U.S. Army Transportation Research Command , Ft . Eustis , Virginia , June , 1961 , 101 pp . including illustrations and tables . 21 . Berus , E. R. , ( The Firestone ...
... Technical Report 61-12 , ( Final Report on Task 9M89-02-015-08 ) , U.S. Army Transportation Research Command , Ft . Eustis , Virginia , June , 1961 , 101 pp . including illustrations and tables . 21 . Berus , E. R. , ( The Firestone ...
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Common terms and phrases
anchor capacity Anchor Installation anchor plate anchor pull-out capacity anchor rod anchor shaft anchor spacing anchoring systems angle arrowhead anchor ASTM blow count capacity of anchors classification cohesive soils concrete correlation cyclic loading D/B ratio dense sands Double Anchor factor of safety field tests geotechnical engineering granular materials granular soils Gravel Ground Anchors grout Hardpan heave helix anchor holding capacity hole inches increases load tests Load versus Uplift Medium dense mobile home anchor NFPA Ontario Hydro percent performed Pull-out Capacity versus pull-out factor Pull-out Load versus Pull-out Resistance relative density Report Research rock anchor saturated Screw Anchor shear strength shown in figure silts soil anchors soil and rock SOIL CLASS Soil Mechanics Soil Test Probe soil types Standard Penetration Test strength of cohesive Test Probe torque tie-down triangular anchor type of anchor U.S. Army versus Uplift Deflection vertical wind