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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.20 no.7, 2004년, pp.45 - 55
김태훈 (DAEWOO E & C) , 이강일 (Dept. of Civil Engrg., Daejin Univ.) , 임은상 (Korea Water Resources Corporation)
In the past it has been often observed that the shear stresses at failure are much smaller than the shear strength obtained from traditional laboratory tests and conventional analysis technique is inadequate in stiff soil, such as cemented sand. Many researchers have brought attention to the fact th...
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Skempton, A.W. (1964), 'Long-term Stability of Clay Slopes', Geotechnique, Vol.14, pp.77-101
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