Shear Strength Parameters and Consolidation of Clay Reinforced with Single and Group Bottom Ash Columns

Author:

Marto Aminaton,Hasan Muzamir,Hyodo Masayuki,Makhtar Ahmad Mahir

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference20 articles.

1. Muhardi Marto, A.; Kassim, K.A.; Makhtar, A.M.; Lee, F.W.; Yap, S.L.: Engineering characteristics of Tanjung Bin coal ash. Electron. J. Geotech. Eng. 15(K), 1117–1129 (2010)

2. Abdul Razak, H.; Naganathan, S.; Abdul Hamid, S.N.: Controlled low-strength material using industrial waste incineration bottom ash and refined kaolin. Arab. J. Sci. Eng. 35(2B), 53–67 (2010)

3. Kumar, S.; Stewart, J.: Evaluation of illinois pulverized coal combustion dry bottom ash for use in geotechnical engineering applications. J. Energy Eng. 129(2), 42–55 (2003)

4. Hughes, J.M.O.; Withers, N.J.: Reinforcing of soft cohesive soils with stone columns. Ground Eng. 7(3), 42–49 (1974)

5. Sivakumar, V.; McKelvey, D.; Graham, J.; Hughus, D.: Triaxial tests on model sand columns in clay. Can. Geotech. J. 41, 299–312 (2004)

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