Abstract
This study evaluates the bearing capacity of compacted desert sands using building codes, standard penetration test and bearing capacity equation. Soils were brought from Fahud, Lekhwair, Marmul, Mukhaizna and Yibal sites in Oman. The soils were subjected to grain size distribution; specific gravity; standard Proctor compaction; direct shear; and California Bearing Ratio (CBR). The results showed that the soils were poorly-graded sand with gravel. The friction angle ranges from 30 to 50°, while the cohesion ranges from 8 to 93 kN/m2. The CBR has a range from 1 to 100%. The bearing capacity for the soils determined by the bearing capacity equation generally agrees with the other methods.
| Original language | English |
|---|---|
| Title of host publication | Soil and Rock Behavior and Modeling - Proceedings of the GeoShanghai Conference |
| Pages | 98-104 |
| Number of pages | 7 |
| Edition | 150 |
| DOIs | |
| Publication status | Published - 2006 |
| Event | Soil and Rock Behavior and Modeling - Shanghai, China Duration: Jun 6 2006 → Jun 8 2006 |
Other
| Other | Soil and Rock Behavior and Modeling |
|---|---|
| Country | China |
| City | Shanghai |
| Period | 6/6/06 → 6/8/06 |
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ASJC Scopus subject areas
- Building and Construction
- Architecture
- Soil Science
Cite this
Evaluation of the bearing capacity of compacted desert sands. / Al-Rawas, A.; Taha, R.; Al-Aghbari, M.; Mohamedzein, Y.
Soil and Rock Behavior and Modeling - Proceedings of the GeoShanghai Conference. 150. ed. 2006. p. 98-104.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Evaluation of the bearing capacity of compacted desert sands
AU - Al-Rawas, A.
AU - Taha, R.
AU - Al-Aghbari, M.
AU - Mohamedzein, Y.
PY - 2006
Y1 - 2006
N2 - This study evaluates the bearing capacity of compacted desert sands using building codes, standard penetration test and bearing capacity equation. Soils were brought from Fahud, Lekhwair, Marmul, Mukhaizna and Yibal sites in Oman. The soils were subjected to grain size distribution; specific gravity; standard Proctor compaction; direct shear; and California Bearing Ratio (CBR). The results showed that the soils were poorly-graded sand with gravel. The friction angle ranges from 30 to 50°, while the cohesion ranges from 8 to 93 kN/m2. The CBR has a range from 1 to 100%. The bearing capacity for the soils determined by the bearing capacity equation generally agrees with the other methods.
AB - This study evaluates the bearing capacity of compacted desert sands using building codes, standard penetration test and bearing capacity equation. Soils were brought from Fahud, Lekhwair, Marmul, Mukhaizna and Yibal sites in Oman. The soils were subjected to grain size distribution; specific gravity; standard Proctor compaction; direct shear; and California Bearing Ratio (CBR). The results showed that the soils were poorly-graded sand with gravel. The friction angle ranges from 30 to 50°, while the cohesion ranges from 8 to 93 kN/m2. The CBR has a range from 1 to 100%. The bearing capacity for the soils determined by the bearing capacity equation generally agrees with the other methods.
UR - http://www.scopus.com/inward/record.url?scp=33845450573&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=33845450573&partnerID=8YFLogxK
U2 - 10.1061/40862(194)12
DO - 10.1061/40862(194)12
M3 - Conference contribution
AN - SCOPUS:33845450573
SN - 0784408629
SN - 9780784408629
SP - 98
EP - 104
BT - Soil and Rock Behavior and Modeling - Proceedings of the GeoShanghai Conference
ER -