Comparative analysis of load responses and deformation for crust composite foundation and pile-supported embankment
Ground improvement using artificial crust composite foundation, consisting of stabilization of soft clay and composite foundation, is an effective technique for the treatment of deep soft soil layers under infrastructure embankments. In this study, the load responses and settlement performance of th...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Penerbit Universiti Kebangsaan Malaysia
2017
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| Online Access: | http://journalarticle.ukm.my/11691/1/25%20SM46%2011.pdf http://journalarticle.ukm.my/11691/ http://www.ukm.my/jsm/english_journals/vol46num11_2017/contentsVol46num11_2017.htm |
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