(a) (b) (c) (d) (b') (c') (d') Fig. 1 Undrained shear strength of soft clay ground during consolidation Fig. 2 Illustration for an one-dimensional con

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Transcription:

Key Words: remolded clay, undisturbed clay, undrained shear strength, time effect, rate of strength increase, degree of consolidation

(a) (b) (c) (d) (b') (c') (d') Fig. 1 Undrained shear strength of soft clay ground during consolidation Fig. 2 Illustration for an one-dimensional consolidation model with creep Fig. 3 Relation between void ratio and undrained shear strength during consolidation

Fig. 4 Key sketch for evaluating undrained shear strength during consolidation

Fig. 5 Concept of a proposed method for evaluating undrained shear strength during consolidation

Table 1 Soil properties, test conditions and evaluation parameters on laboratory tests *Cc=0. 007(wḺ 10), **Cc=0. 009(wL-10) (Terzaghi & Peck 30)) Table 2 Test cases (K0 PUG) * Test case on a condition on 1 day consolidation under p=78. 4 kpa ** Void ratio on 1 day consolidation under p=78. 4 kpa *** Void ratio at any consolidation time under p=156. 8 kpa

Fig. 6 Loading pattern of model tests on embankment foundation Fig. 8 Relation between undrained shear strength and conversion stress Fig. 7 Relation between effective stress and conversion stress

Fig. 11 Relation between increase in undrained shear strength and coefficient of consolidation process Fig. 9 Relation between degree of consolidation in terms of effective stress and coefficient of consolidation process Fig. 10 Relation between degree of consolidation in terms of vertical strain and coefficient of consolidation process

Fig. 12 Comparison of measured and calculated values of undrained shear strength during consolidation (Remolded sample) Fig. 13 Comparison of measured and calculated values of undrained shear strength during consolidation (Undisturbed sample)

17) Mayne, P. W.: Cam-clay predictions of undrained 1) Takeo Umezaki, Hidetoshi Ochiai and Shigenori Hayashi: Undrained shear strength of clay during consolidation, 11th Southeast Asian Geotechnical Conference, pp. 269-274, 1993. 2) Lowe, i, J.: New concepts in cnsolidation and settlement analysis, Jour. Geotech. Engng. Div., Proc. A. S. C. E., Vol. 100, No. GT6, pp. 574--611, 1974. 3) Leroueil, S., Kabbaj, M., Tavenas, F. and Bouchard, R: Stress-strain-strain rate relation for the compressibility of sensitive natural clays, Geotchnique, Vo1. 35, No. 2, pp. 159-180, 1985. 4) Goro Imai: A unified theory of one-dimensional consolidation with creep, Proc. 12th I. C. S. M. F. E., Vol. 1, pp. 57-60, 1989. 8) Ikuo Towhata and Kim Seung Ryull: Undrained strength of underconsolidated clays and its application to stability analysis of submarine slopes under rapid sedimentation, Soils and Foundations, VoL. 30, No. 1, pp. 100. 114, 1990. 9) Toyotoshi Yamanouchi, Norihiko Miura, Noboru Matsubayashi and Naozou Fukuda: Soil improvement with quicklime and filter fabric, A. S. C, E., Vo1. 108, No. GT 7, pp. 953--965, 1982. 12) Kazuya Yasuhara and Syunji Ue: Increase in undrained shear strength due to secondary compression, Soils and Foundations, Vol. 23, No. 3, pp. 50-64, 1983. 14) Toshiyuki Mitachi and Yukihiko Fujiwara: Undrained shear behavior of clays undergoing long-term anisotropic consolidation, Soils and Foundations, Vol. 27, No. 4, pp. 45-61, 1987. 15) Schofield, A. N. and Wroth, C. P.: Critical state soil mechanics, McGraw-Hill, London, 1968. 16) Roscoe, K. H. Schofield, A. N. and Thurairajah, A. Yielding of clays in states wetter than critical, Geotechnique, 13, pp. 211. 240, 1963. strength, J. Geotec. Eng., VoL. 106, No. GT 11, pp. 1219-1241, 1980. 20) Hideo Hanzawa: Undrained strength characteristics of normally consolidated aged clay, Soils and Foundations,

Vol. 23, No. 3, pp. 39--49, 1983. 21) Murakami, Y.: Excess pore water pressure and preconsolidation effect in normally consolidated of some ages, Soils and Foundations, VoL. 19, No. 4, pp. 17--29, 1979. 22) Hideo Hanzawa and Takao Kishida: Fundamental considerations on undrained strength characteristics of alluvial marine clays, Soils and Foundations, Vol. 21, No. 1, pp. 39. 50, 1981. 25) Kazutoshi Hirao and Kazuya Yasuhara: Cyclic strength of underconsolidated clay, soils and Foundations Vol. 31, No. 4, pp. 180--186, 1991. AN EVALUATION METHOD OF UNDRAINED SHEAR STRENGTH OF CLAY DURING CONSOLIDATION Takeo UMEZAKI and Hidetoshi OCHIAI A method for evaluating the undrained shear strength of clay during the processes both primary and secondary compressions is proposed from a consideration of one-dimensional consolidation models with creep. A new stress parameter is defined to evaluate the stress change during all processes of consolidation, which is called "conversion stress". An equation for estimating the increase in the strength during consolidation is formulated based on the conversion stress. The validity of the proposed method is investigated from direct comparison of the calculated results with the experi mental ones. The calculated values are in satisfactory agreement with the experimental ones, which is obtained by some kinds of test with remolded and undisturbed clays.

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