Strength of kaolin stabilized with various percentage of lime and 4% silica fume
Clay soil as known as soft soil present difficulties to geotechnical engineer due to its complex nature and also contain variable materials. This type of soil can be categorized as problematic soil due to its weak properties. As the preliminary stage, soft clay soil did not meet the requirement for...
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| Format: | Undergraduates Project Papers |
| Published: |
2015
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| Online Access: | http://iportal.ump.edu.my/lib/item?id=chamo:92266&theme=UMP2 http://iportal.ump.edu.my/lib/item?id=chamo:92266&theme=UMP2 http://umpir.ump.edu.my/12152/1/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29.pdf http://umpir.ump.edu.my/12152/7/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/12152/8/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29%20-%20CHAP%203.pdf |
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http://iportal.ump.edu.my/lib/item?id=chamo:92266&theme=UMP2http://iportal.ump.edu.my/lib/item?id=chamo:92266&theme=UMP2
http://umpir.ump.edu.my/12152/1/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29.pdf
http://umpir.ump.edu.my/12152/7/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/12152/8/FKASA%20-%20MOHAMMAD%20SYAFIQ%20BIN%20IDERIS%20%28CD9328%29%20-%20CHAP%203.pdf