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 vi
... Cohesive Soils . 5.3.3 Failure Mechanism for Shallow Anchors . 5.3.4 Pull - Out Capacity in Granular Soils 5.3.5 Pull - Out Capacity in Rock .. · · Page 333 37 37 · 38 45 45 46 51 51 59 65 69 71 5.3.6 Effects of Cyclic Loading on Pull ...
... Cohesive Soils . 5.3.3 Failure Mechanism for Shallow Anchors . 5.3.4 Pull - Out Capacity in Granular Soils 5.3.5 Pull - Out Capacity in Rock .. · · Page 333 37 37 · 38 45 45 46 51 51 59 65 69 71 5.3.6 Effects of Cyclic Loading on Pull ...
Page viii
... Cohesive Soils [ 33 ] . Ultimate Pull - out Capacity of Triangular Anchors versus Shear Strength of Clays [ 66 ] . 48 Figure 5.3 Methods of Calculating Pull - out Load Capacity [ 9 ] . 5909 52 Figure 5.4 Angle of Internal Friction ...
... Cohesive Soils [ 33 ] . Ultimate Pull - out Capacity of Triangular Anchors versus Shear Strength of Clays [ 66 ] . 48 Figure 5.3 Methods of Calculating Pull - out Load Capacity [ 9 ] . 5909 52 Figure 5.4 Angle of Internal Friction ...
Page ix
... Soil Test Probe Torque versus SPT N Value [ 26 , 58 ] . . .. 82 Figure 6.3 Soil Test Probe Torque and Shear Strength versus Depth for Site 5 [ 3 ] . 86 Figure 6.4 Shear Strength of Cohesive Soils versus Soil Test Probe Torque [ 3 ] ...
... Soil Test Probe Torque versus SPT N Value [ 26 , 58 ] . . .. 82 Figure 6.3 Soil Test Probe Torque and Shear Strength versus Depth for Site 5 [ 3 ] . 86 Figure 6.4 Shear Strength of Cohesive Soils versus Soil Test Probe Torque [ 3 ] ...
Page xi
... cohesive soil C allowable stress in shear in cement grout D depth of anchor below ground surface ༠ fĈ unconfined compressive strength of concrete or grout L Nu Nau length of grouted hole uplift or pull - out factor for cohesive soils ...
... cohesive soil C allowable stress in shear in cement grout D depth of anchor below ground surface ༠ fĈ unconfined compressive strength of concrete or grout L Nu Nau length of grouted hole uplift or pull - out factor for cohesive soils ...
Page xiii
... Soil Test Probe ( STP ) or visual soil descriptions to select anchors for given site conditions . The SPT provides a fairly reliable indication of soil properties for granular soils but only a very crude approximation when cohesive soils ...
... Soil Test Probe ( STP ) or visual soil descriptions to select anchors for given site conditions . The SPT provides a fairly reliable indication of soil properties for granular soils but only a very crude approximation when cohesive soils ...
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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