지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
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초록· 키워드
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It has been known that Terzaghi's consolidation theory is not well consistent with the consolidation phenomenon on the soft clayground, but this theory has still been adopted normally in practice because there is no method for estimating the consolidationsettlement and rate easier than Terzaghi's theory. It is impossible to map whole part of consolidation settlement vs time curve to thecurve of Terzaghi'z average degree of consolidation. If the primary consolidation and the secondary compression are happened sametime, it would be useless of trying to find the end of primary consolidation, but it is needed for using Terzaghi's theory that the endof consolidation is determined to the time of beginning consistency between the final settlement analyzed with curve fitting and theexperimented consolidation settlement.
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참고문헌 (31)
참고문헌 신청
Sridharan, A. / 1993 / δ−t/δ method for the determination of coefficient of consolidation / Geotechnical Testing Journal 16(1):131~134
Sridharan, A. / 1985 / Improved rectangular hyperbola method for the determination of coefficient of consolidation / Geotechnical Testing Journal 3(1):37~40
Sridharan, A. / 1987 / Rectangular hyperbola method of consolidation analysis / Géotechnique 37(3):355~368
Taylor, D. W. / 1948 / Fundamentals of Soil Mechanics / Wiley
Terzaghi, K. / 1943 / Theoretical Soil Mechanics / John Wiley & Sons
Sridharan, A. / 1985 / Improved rectangular hyperbola method for the determination of coefficient of consolidation / Geotechnical Testing Journal 3(1):37~40
Sridharan, A. / 1987 / Rectangular hyperbola method of consolidation analysis / Géotechnique 37(3):355~368
Taylor, D. W. / 1948 / Fundamentals of Soil Mechanics / Wiley
Terzaghi, K. / 1943 / Theoretical Soil Mechanics / John Wiley & Sons
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