Djamel Bouri, Abdallah Krim, Abdelkader Brahim and Ahmed Arab
dense state then the influence of watercontent (w = 0, 1, 2, 3%) on the shear strength and on the mechanical characteristics c and φ of clean sand and finally the influence of the preparation method on the shear strength of the sand-silt mixtures with a fines content 0, 10, 20, 30 and 40% and watercontent in the dry and the wet case.
2 Laboratory Test Program
2.1 Tested Materials
The tests were carried out on the sand of Oued Chlef (Chlef, Algeria), containing 0.5% of non-plastic silt with I p = 5.02%. The sand was sieved to 0.08mm to obtain the fines, and
Donny Harisuseno, Dian Noorvy Khaeruddin and Riyanto Haribowo
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capacitance tomography. Measurement Science and Technology, 24, 074001.
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Éva Lehoczky, Mariann Kamuti, Nikolett Mazsu and Renáta Sándor
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Shuren Wang, Yanhai Zhao, Zhengsheng Zou and Huihui Jia
, International Journal of Rock Mechanics & Mining Sciences, Vol. 85, pp. 27-32, 2016.
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F.B. Anjorin, S.A. Adejumo, L. Agboola and Y.D. Samuel
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Barr H.D., Weatherley P.E., 1962 - A re-examination of the relative turgidity technique
In this work, the moisture absorbance of 6 different building insulation materials are inspected in a laboratory environment. After being dried to a constant weight, the materials were exposed to five different, equally distributed, relative humidity environments, ranging from 0% to 100%. At each chosen relative humidity range the weight of absorbed water content was measured. Then the results were analysed. The insulation materials were then ranked using results from this and the author’s previous work.