The Effects of Water Content Variation on Adhesion Factor of Pile Foundation in Expansive Soil
Downloads
Downloads
Yalcin, A., A Geotechnical Study on the Landslides in the Trabzon Province, NE, Turkey, Applied Clay Science, 52, 2011, pp. 11-19, [CrossRef]
Indarto, Drying and Wetting Cyclus against Foundation Failure, Proceedings of HATTI Seminar, Bandung, 2008.
Muntaha, M., Soemitro R.A., Noor Endah, and Indarto, Characteristics of Tropical Residual Soils in Arjasa Jember of East Java, International Journal Academic Research, 2(5), 2010.
Au, S.W.C., Rain-Induced Slope Stability in Hong Kong, Engineering Geology, 51, 1998. pp. 1-36.[CrossRef]
Badawi, S. and Indarto, Behavior of Expansive Undisturbed Soil and Remolded Soil under Drying and Wetting Cycle, National Seminar VI 2010 Civil Engineering ITS Surabaya, 2010, pp. 105-112.
Shayea, N.A., The Combined Effect of Clay and Moisture Content on the Behavior of Remolded unsaturated Soils, Engineering Geology, 62, 2001, pp. 319-342.[CrossRef]
Coduto, D.P., Foundation Design Principles and Practices, Prentice-Hall, Inc, New Jersey, 2001.
Tomlinson, M.J., Foundation Design and Construction, Prentice Hall, 2001.
Das, B.M., Principles of Geotechnical Engineering, California: PWS Publishing, 1999.
Mhaidib, A.I., Effect of Rate of Loading on Uplift Capacity of a Model Pile in Clay, Proceedings of the Eleventh (2001) International Offshore and Polar Engineering Conference, Stavanger, Norway, 2001, pp. 656-661,
Poulos, H.G., Effect of Pile Driving on Adjacent Piles in Clay, Canadian Geotechnical Journal, 31, 1994, pp. 856-867.[CrossRef]
Articles published in the Civil Engineering Dimension (CED) will be Open-Access articles distributed under the terms and conditions of the Creative Commons Attribution License (CC BY). CED allows the author(s) to hold the copyright without restrictions and retain the publishing rights without restrictions.
