• 357 Downloads • Abstract Detailed study has been carried out on the load carrying capacity of cement stabilized rammed earth (CSRE) circular columns under axial compression. Tests on CSRE cylinders and columns were performed to determine the effects of concentric axial loading and slenderness ratio; and stress reduction factors were assessed. A comparative study was made between the ultimate compressive strength ( σ u) of columns determined using tangent modulus theory and experimental values. Furthermore, the validity of using masonry design rules for the design of CSRE columns was also assessed.
The result shows that with increasing slenderness ratio the load carrying capacity of columns decreases. The ultimate compressive strength of column predicted by tangent modulus theory tend to converge with experimental values at higher slenderness ratio and the masonry codal predictions are observed to be un-conservative as compared to experimental reduction factors. Lastly, the characteristic strength determined for columns yields relatively higher safety factor and indicates that it is possible to construct a single storey load bearing houses when designed properly. E c Compaction energy in kg cm/cm 3 E t Tangent modulus at failure in MPa h Height of column in mm P Average load in kN P au Average ultimate load in kN P u Ultimate load in kN δ al Average lateral displacement in mm δ av Average vertical displacement in mm δ l Lateral displacement in mm λ Height to diameter ratio or slenderness ratio σ Average compressive strength in MPa σ cr Critical stress or buckling strength in MPa σ u Ultimate compressive strength in MPa ε Average compressive strain γ f Factor of safety for dead loads γ m Material strength variations and workmanship factors.
HB 195 The Australian earth building handbook THE AUSTRALIAN EARTH BUILDING HANDBOOK by This is a free 10 page sample. Access the full Fill & Sign Online, Print, Email, Fax, or Download. In the performed tests a uniform load was applied without shock and increased continuously until failure, with the moving head of the testing machine travelling at a rate of 1–2 mm/min, respecting the rate limits recommended in the Australian handbook.
• • Title • The Australian earth building handbook / by Peter Walker and Standards Australia. Author • Walker, Peter. Other Authors • Standards Australia International Published • Sydney: Standards Australia International, [2000?] Physical Description • vi, 152 p.: ill.; 30cm. Series • • • Subjects • • • • Summary • This Handbook sets out principles of accepted good practice and recommended design guidelines for lightly loaded, primarily single and two-storey, buildings constructed using unbaked earthen walls and floors. Notes • 'HB 195'.
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• Includes bibliographical references (p. 127-129) • Also available via the World Wide Web. Access Conditions • Restricted to licensed organisations with IP address validation.
Technical Details • System requirements: Internet connectivity, World Wide Web browser and Adobe Acrobat. Language • English ISBN • Dewey Number • 693.20994 Libraries Australia ID • Contributed by Get this edition. These 7 locations in All: Open to the public 24414405gt; held Book; Illustrated English Open to the public 2146; 693.22 WALK Book; Illustrated English Open to the public 001341; FOL 693.20994 W183 Book; Illustrated English Open to the public R Standards Australia Vertical File Book; Illustrated English Open to the public 1110246; held Book; Illustrated English Open to the public.b27651046; held Book; Illustrated English Open to the public 1811; 693.22 W1831a Book; Illustrated English.
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• 357 Downloads • Abstract Detailed study has been carried out on the load carrying capacity of cement stabilized rammed earth (CSRE) circular columns under axial compression. Tests on CSRE cylinders and columns were performed to determine the effects of concentric axial loading and slenderness ratio; and stress reduction factors were assessed. A comparative study was made between the ultimate compressive strength ( σ u) of columns determined using tangent modulus theory and experimental values. Furthermore, the validity of using masonry design rules for the design of CSRE columns was also assessed.
The result shows that with increasing slenderness ratio the load carrying capacity of columns decreases. The ultimate compressive strength of column predicted by tangent modulus theory tend to converge with experimental values at higher slenderness ratio and the masonry codal predictions are observed to be un-conservative as compared to experimental reduction factors. Lastly, the characteristic strength determined for columns yields relatively higher safety factor and indicates that it is possible to construct a single storey load bearing houses when designed properly. E c Compaction energy in kg cm/cm 3 E t Tangent modulus at failure in MPa h Height of column in mm P Average load in kN P au Average ultimate load in kN P u Ultimate load in kN δ al Average lateral displacement in mm δ av Average vertical displacement in mm δ l Lateral displacement in mm λ Height to diameter ratio or slenderness ratio σ Average compressive strength in MPa σ cr Critical stress or buckling strength in MPa σ u Ultimate compressive strength in MPa ε Average compressive strain γ f Factor of safety for dead loads γ m Material strength variations and workmanship factors.
HB 195 The Australian earth building handbook THE AUSTRALIAN EARTH BUILDING HANDBOOK by This is a free 10 page sample. Access the full Fill & Sign Online, Print, Email, Fax, or Download. In the performed tests a uniform load was applied without shock and increased continuously until failure, with the moving head of the testing machine travelling at a rate of 1–2 mm/min, respecting the rate limits recommended in the Australian handbook.
• • Title • The Australian earth building handbook / by Peter Walker and Standards Australia. Author • Walker, Peter. Other Authors • Standards Australia International Published • Sydney: Standards Australia International, [2000?] Physical Description • vi, 152 p.: ill.; 30cm. Series • • • Subjects • • • • Summary • This Handbook sets out principles of accepted good practice and recommended design guidelines for lightly loaded, primarily single and two-storey, buildings constructed using unbaked earthen walls and floors. Notes • 'HB 195'.
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• Includes bibliographical references (p. 127-129) • Also available via the World Wide Web. Access Conditions • Restricted to licensed organisations with IP address validation.
Technical Details • System requirements: Internet connectivity, World Wide Web browser and Adobe Acrobat. Language • English ISBN • Dewey Number • 693.20994 Libraries Australia ID • Contributed by Get this edition. These 7 locations in All: Open to the public 24414405gt; held Book; Illustrated English Open to the public 2146; 693.22 WALK Book; Illustrated English Open to the public 001341; FOL 693.20994 W183 Book; Illustrated English Open to the public R Standards Australia Vertical File Book; Illustrated English Open to the public 1110246; held Book; Illustrated English Open to the public.b27651046; held Book; Illustrated English Open to the public 1811; 693.22 W1831a Book; Illustrated English.