Study on Consolidation of Reinforced Soft Foundationwith Two-way Drainage of Sand Well
WANG Ke-zhong~1,LI Dao-tian~2,ZHANG He-sen~3,ZHANG Yan-xin~1
DOI:10.11835/j.issn.1674-4764.2003.06.012
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,2003,Pages 52-57
- Abstract
Based on traditional consolidation theory, the soft ground settlement is calculated and one-, two-, and three-dimensional consolidation of reinforced soft foundation with sand drain is studied. The calculation method of average sand drain and the new modified method are discussed. The results can serve as a guide to subgrade design of soft ground.