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 39
... ( Silt or Clay ) Below No. 200 sieve ( silts and clays ) , it is necessary to use geotechnical engineering labo- ratory tests which are beyond the scope of this report . Typically , silts are defined as any fine - grained materials that ...
... ( Silt or Clay ) Below No. 200 sieve ( silts and clays ) , it is necessary to use geotechnical engineering labo- ratory tests which are beyond the scope of this report . Typically , silts are defined as any fine - grained materials that ...
Page 41
... silts and gravels ) . The Standard Penetration Test is over 40 years old and soils engineers have correlated many engineering properties of soil with the Standard Pene- tration Test N value . Table 5.2 presents an accepted soils ...
... silts and gravels ) . The Standard Penetration Test is over 40 years old and soils engineers have correlated many engineering properties of soil with the Standard Pene- tration Test N value . Table 5.2 presents an accepted soils ...
Page 42
... silts , or clays . Humus is the specific name of the organic material . Humus may be composed of either animal or vegetable matter that has decayed . Perhaps the word " fill " is the least understood term of all . Generally when fills ...
... silts , or clays . Humus is the specific name of the organic material . Humus may be composed of either animal or vegetable matter that has decayed . Perhaps the word " fill " is the least understood term of all . Generally when fills ...
Page 77
... silts , clays , and corals Medium - dense coarse sands , sandy gravels , very stiff silts and clays ยท Loose to medium dense sands , firm to stiff clays and silts , alluvial fill . . Blow Count Test Probel ( ASTM Torque D1586 ) Value NA ...
... silts , clays , and corals Medium - dense coarse sands , sandy gravels , very stiff silts and clays ยท Loose to medium dense sands , firm to stiff clays and silts , alluvial fill . . Blow Count Test Probel ( ASTM Torque D1586 ) Value NA ...
Page 79
... SILTS AND CLAYS LOOSE TO MEDIUM DENSE SANDS , FIRM TO STIFF CLAYS AND SILTS , ALLUVIAL FILL . BELOW THESE VALUES , A PROFESSIONAL ENGINEER SHOULD BE CONSULTED . 0 0 20 40 60 80 100 SPT N VALUE - BLOWS / FOOT Figure 6.1 Soil Test Probe ...
... SILTS AND CLAYS LOOSE TO MEDIUM DENSE SANDS , FIRM TO STIFF CLAYS AND SILTS , ALLUVIAL FILL . BELOW THESE VALUES , A PROFESSIONAL ENGINEER SHOULD BE CONSULTED . 0 0 20 40 60 80 100 SPT N VALUE - BLOWS / FOOT Figure 6.1 Soil Test Probe ...
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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