Ground Improvement Using Piled Embankments and Its Design Methods
Publication: International Conference on Transportation Engineering 2009
Abstract
With the development of society and economic, China has come into a fast period of high speed railway construction. The piled embankment system is one kind of ground improvement. The calculation methods of piled embankments are introduced in this paper from such three aspects as load transfer and distribution, reinforced geosynthetic tension and embankment stability. The different codes of British, German and China are adopted to calculate the soil arching effect respectively. The computation results from different codes indicate that the deviation of results is a little biggish due to the difference of hypothesis about soil arching effect, calculation of load between pile reinforced bedding and reinforced geosynthetic tension and so on. The problems of existing methods should be investigated systematically according to engineering cases.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Construction engineering
- Construction methods
- Design (by type)
- Embankment (transportation)
- Engineering fundamentals
- Geomaterials
- Geomechanics
- Geosynthetics
- Geotechnical engineering
- Highway and road management
- Highway and road structures
- Highway transportation
- Infrastructure
- Load distribution
- Load factors
- Material mechanics
- Material properties
- Materials engineering
- Soil dynamics
- Soil mechanics
- Soil stabilization
- Strength of materials
- Structural design
- Structural engineering
- Structural members
- Structural systems
- Tensile strength
- Tension members
- Transportation engineering
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