Undrained shear strength of soft clay reinforced with single encapsulated lime bottom ash column
Soft clay soils are type of problematic soil that causes bearing capacity failure and excessive settlement, leading to severe damage to buildings and foundation. In this study, bottom ash is used to replace the natural aggregate while quicklime is used to increase the bonding between bottom ash part...
| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English English |
| Published: |
2018
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/22080/ http://umpir.ump.edu.my/id/eprint/22080/1/2.%20Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single.pdf http://umpir.ump.edu.my/id/eprint/22080/2/2.1%20Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single.pdf |
Internet
http://umpir.ump.edu.my/id/eprint/22080/http://umpir.ump.edu.my/id/eprint/22080/1/2.%20Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single.pdf
http://umpir.ump.edu.my/id/eprint/22080/2/2.1%20Undrained%20shear%20strength%20of%20soft%20clay%20reinforced%20with%20single.pdf