Effects of the Inclination Variation of Micropile on Bearing Capacity of Sandy Soils
Publish place: 3rd National Congress on Civil Engineering
Publish Year: 1386
Type: Conference paper
Language: English
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Document National Code:
NCCE03_603
Index date: 18 September 2006
Effects of the Inclination Variation of Micropile on Bearing Capacity of Sandy Soils abstract
soils using ANSYS 10 finite element software. First, a sandy soil media with properly given properties is modeled and under increasing loading its bearing capacity is studied. Then micropiles with 20cm diameter and 4m length, with various inclinations 0 to 45 degree with the vertical axes which are used in practical usages inserted in this sandy soil, and bearing capacity of soil is studied. Next the bearing capacity graphs for this sandy soil with and without use of micropiles with various inclinations are plotted and effects of them are studied. Finally comparisons between results obtained from these studies are done. The obtained results show that use of micropiles in sandy soils leads to increase in bearing capacity up to 110 percent. The results of this study can provide valuable information about use of micropiles in sandy soils.
Effects of the Inclination Variation of Micropile on Bearing Capacity of Sandy Soils Keywords:
Effects of the Inclination Variation of Micropile on Bearing Capacity of Sandy Soils authors
Abolhassan Naeini
PhD of Geotechnical Engineering Department of Civil Engineering, Imam Khomeini International University,Qazvin,Iran
Nader Fathololumi
Graduate Student of Civil Engineering Department of Civil Engineering, Imam Khomeini International University,Qazvin,Iran
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