A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Deep Soil Mixing Columns for Mitigation of Heave
The present design of Deep Soil Mixing (DSM) columns in expansive soils is based on the heave prediction model originally proposed by Fredlund and Rahardjo (1993) and later revised by Rao et al. (1998). This model was evaluated as a part of the TxDOT Research Project 0-5179.
Design of Deep Soil Mixing Columns for Mitigation of Heave
The present design of Deep Soil Mixing (DSM) columns in expansive soils is based on the heave prediction model originally proposed by Fredlund and Rahardjo (1993) and later revised by Rao et al. (1998). This model was evaluated as a part of the TxDOT Research Project 0-5179.
Design of Deep Soil Mixing Columns for Mitigation of Heave
A. J. Puppala (author) / R. S. Madhyannapu (author) / S. Nazarian (author)
2008
20 pages
Report
No indication
English
Soil & Rock Mechanics , Construction Equipment, Materials, & Supplies , Soil Sciences , Heave movement reduction , Pavements , Transverse cracking , Longitudinal cracking , Cements , Lime , Tables (Data) , Figures , Literature reviews , Stabilization methods , Mitigation , Investigation , Mix design programs , Engineering tests , Pavement roughness , Deep Soil Mixing (DSM)
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