- Volume 20 Issue 6
모래의 aging 현상은 점성토에 비하여 무시할 정도로 매우 작아서 최근까지 연구되지 않았다. 그러나 퇴적이나 교란 후 시간경과에 따라 관입저항치의 증가가 관찰되면서 현장시험을 중심으로 모래의 aging 효과에 대하여 활발한 조사가 이루어졌고, 최근에는 현장시험뿐만 아니라 실내시험에서도 여러 연구자들에 의해 모래의 aging 효과가 규명 되어지고 있다. 본 연구에서는 모래의 비배수 정적전단거동에 대한 aging 효과를 살펴보기 위해 낙동강 모래를 이용하여 상대밀도
- Dynamic Geotechnical Testing, ASTM STP654 Shear modulus: a time dependant soil property Anderson, D. G.;Stokoe, K. H.
- Harvard Soil Mechanic, Series No.81 Liquefaction of sands Castro, G.
- Journal of Geotechnical Engineering v.118 no.8 Time dependant cone penetrantion resistance due to blasting Charlie, W. A.
- Partially drained response of sands, M.A.sc Thesis, The University of British Columbia Gananathan, N.
- Soil and Foundations v.20 no.2 Undrained stength and stability analysis for a quick sand Hanzawa, H.
- Soils and Foundations v.15 no.1 Undrained deformation and liquefaction of sand under cyclic stresses Ishihara, K.;Tatsuoka, F.;Yasuad, S.
- Geotechnique v.43 no.3 Liquefaction and flow failure during earthquake Ishihara, K.
- Soils and Foundations v.41 no.1 Undrained shear characteristics of saturated sand under anisotropic consolidation Kato(et al.)
- Engineering Geology v.26 Triggering liquefation flow slides in coastal soil deposits Kramer, S. L.
- Journal of Geotechnical Engineering v.116 no.7 Post densification penetration resistance of clean sands Mesri, G.;Feng, T. W.
- Fundamentals of soil behavior Mitchell, J. K.
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- The twenty fifth Carl Terzaghi Lecture, Journal of Geotechnical Engineering v.117 no.9 The mechanical aging of soils Schmertman, J. H.
- Journal of the Geotechnical Engineering division v.105 no.2 Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes Seed, H. B.
- M.A.sc Thesis, The University of British Columbia Deformation under the constant stress state and its effect on stress-strain behaviour of Fraser river sand Shozen, T.
- Soils and Foundations v.23 no.1 Effects of static shear on resistance to liquefaction Vaid, Y. P.;Chern, J. C.
- Proceedings, Advances in the art of testing soils under cyclic conditions Cyclic and monotonic undrained response of saturated sands Vaid, Y. P.;Chern, J. C.;V. Khosla(ed.)
- Canadian Geotechnical Journal v.27 no.1 Sterss path and steady state Vaid, Y. P.;Chung, E. K. F.;Kuerbis, R. H.
- Journal of the Geotechnical Engineering v.121 no.2 Liquegaction and postliquefaction behavior of sand Vaid, Y. P.;Thomas, J.
- Journal Soil Mech. and Found. Eng. Div. v.90 no.4 Yielding and locking of confined sand Whitman, R. V.;Millar, E. T.;Moore, P. J.