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 vii
... Consistency of Clays [ 83 ] . 43 Table 5.4 Degree of Saturation of Sand in Various States [ 93 ] . . 44 Table 5.5 Tabulated Values of Ultimate Pull - out Resistance for Triangular Shaped Anchors [ 66 ] . • 00 60 Table 5.6 Terms used in ...
... Consistency of Clays [ 83 ] . 43 Table 5.4 Degree of Saturation of Sand in Various States [ 93 ] . . 44 Table 5.5 Tabulated Values of Ultimate Pull - out Resistance for Triangular Shaped Anchors [ 66 ] . • 00 60 Table 5.6 Terms used in ...
Page 34
... home are not. T 4 to 8 INCHES Q a . THROUGH SLAB , PLACED AFTER SLAB CONSTRUCTION 2500 PSI OR GREATER CONCRETE COMPRESSIVE STRENGTH Figure 4.9 Concrete Slab Anchors TABLE 5.3 QUALITATIVE AND QUANTITATIVE MEASURES FOR CONSISTENCY OF CLAYS.
... home are not. T 4 to 8 INCHES Q a . THROUGH SLAB , PLACED AFTER SLAB CONSTRUCTION 2500 PSI OR GREATER CONCRETE COMPRESSIVE STRENGTH Figure 4.9 Concrete Slab Anchors TABLE 5.3 QUALITATIVE AND QUANTITATIVE MEASURES FOR CONSISTENCY OF CLAYS.
Page 42
... consistency " is used with clay soils to describe a range of shear strength . Terms such as soft , stiff or firm , and hard are reserved for clays , but they are not used to describe sands . Qualitative and quantitative expressions for ...
... consistency " is used with clay soils to describe a range of shear strength . Terms such as soft , stiff or firm , and hard are reserved for clays , but they are not used to describe sands . Qualitative and quantitative expressions for ...
Page 43
... CONSISTENCY OF CLAYS ( 83 ) Unconfined Compressive Undrained Shear Number of Blows Strength qu Strength Consistency Field Identification ( tons / sq ft ) ( tons / sq ft ) per ft , N ( Rather Unreliable ) Very Soft Easily penetrated ...
... CONSISTENCY OF CLAYS ( 83 ) Unconfined Compressive Undrained Shear Number of Blows Strength qu Strength Consistency Field Identification ( tons / sq ft ) ( tons / sq ft ) per ft , N ( Rather Unreliable ) Very Soft Easily penetrated ...
Page 44
... consistency can be determined by the Standard Penetration Test or the two field tests previously described . Terzaghi and Peck [ 93 ] proposed the categories in table 5.4 which apply to the amount of saturation in sandy soils only . The ...
... consistency can be determined by the Standard Penetration Test or the two field tests previously described . Terzaghi and Peck [ 93 ] proposed the categories in table 5.4 which apply to the amount of saturation in sandy soils only . The ...
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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