메뉴 건너뛰기




Volumn 41, Issue 5, 2001, Pages 61-71

Estimation of in-situ undrained strength of soft soil deposits by use of unconfined compression test with suction measurement

Author keywords

Clay; Highly organic soil; Overconsolidation; Residual stress; Sample disturbance; Shear strength; Suction; Test procedure; Unconfined compression test (IGC: D6 D5 C6)

Indexed keywords


EID: 24044458022     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.5_61     Document Type: Article
Times cited : (10)

References (22)
  • 1
    • 0016511953 scopus 로고
    • Back pressure effects on the undrained strength characteristics of soft clay
    • Brand, E. W. (1975): Back pressure effects on the undrained strength characteristics of soft clay, Soils and Foundations, 15(2), 1-16.
    • (1975) Soils and Foundations , vol.15 , Issue.2 , pp. 1-16
    • Brand, E.W.1
  • 2
    • 85168767088 scopus 로고
    • The strength of undisturbed clay determined from undrained tests
    • Ladd, C. C. and Lambe, T. W. (1963): The strength of undisturbed clay determined from undrained tests, ASTM, STP361, 342-371.
    • (1963) ASTM , vol.STP361 , pp. 342-371
    • Ladd, C.C.1    Lambe, T.W.2
  • 3
    • 0030397395 scopus 로고    scopus 로고
    • Importance of strain rate and temperature effects in geotechnical engineering
    • (ed. by Sheahan, T. C. and Kaliakin, V. N.), ASCE GSP
    • Leroueil, S. and Marques, M. E. S (1996): Importance of strain rate and temperature effects in geotechnical engineering, Measuring and Modeling Time Dependent Soil Behaviour, (ed. by Sheahan, T. C. and Kaliakin, V. N.), ASCE GSP (61), 1-60.
    • (1996) Measuring and Modeling Time Dependent Soil Behaviour , Issue.61 , pp. 1-60
    • Leroueil, S.1    Marques, M.E.S.2
  • 5
    • 0016930856 scopus 로고
    • Change in undrained shear strength characteristics of saturated remolded clay due to swelling
    • Mitachi, T. and Kitago, S. (1976): Change in undrained shear strength characteristics of saturated remolded clay due to swelling, Soils and Foundations, 16(1), 45-58.
    • (1976) Soils and Foundations , vol.16 , Issue.1 , pp. 45-58
    • Mitachi, T.1    Kitago, S.2
  • 6
    • 85037292542 scopus 로고
    • Influence of stress release on strength characteristics of clay
    • in Japanese
    • Mitachi, T. Sakuraba, T. and Kudoh, Y. (1988): Influence of stress release on strength characteristics of clay, Proc., 43rd Annual Convention of JSCE, III, 12-13 (in Japanese).
    • (1988) Proc., 43rd Annual Convention of JSCE , vol.3 , pp. 12-13
    • Mitachi, T.1    Sakuraba, T.2    Kudoh, Y.3
  • 7
    • 85037293660 scopus 로고
    • The influence of stress release due to sampling on the undrained strength of anisotropically consolidated clay
    • Hokkaido University, in Japanese
    • Mitachi, T., Kudoh, Y., Umeki, H. and Taniguchi, Y. (1990): The influence of stress release due to sampling on the undrained strength of anisotropically consolidated clay, Bulletin of the Faculty of Engineering, Hokkaido University, (149), 37-47 (in Japanese).
    • (1990) Bulletin of the Faculty of Engineering , Issue.149 , pp. 37-47
    • Mitachi, T.1    Kudoh, Y.2    Umeki, H.3    Taniguchi, Y.4
  • 8
    • 0012360649 scopus 로고
    • Method for predicting in situ undrained strength of clays based on unconfined compression test results
    • JGS, in Japanese
    • Mitachi, T. and Kudoh, Y. (1994): Method for predicting in situ undrained strength of clays based on unconfined compression test results, Tsuchi-to-Kiso, JGS, 42(4), 15-20 (in Japanese).
    • (1994) Tsuchi-to-Kiso , vol.42 , Issue.4 , pp. 15-20
    • Mitachi, T.1    Kudoh, Y.2
  • 9
    • 0012396861 scopus 로고    scopus 로고
    • Method for predicting in-situ undrained strength of clays based on the suction value and unconfined compressive strength
    • III-35, in Japanese
    • Mitachi, T. and Kudoh, Y. (1996): Method for predicting in-situ undrained strength of clays based on the suction value and unconfined compressive strength, J. of JSCE, (541/III-35), 147-157 (in Japanese).
    • (1996) J. of JSCE , Issue.541 , pp. 147-157
    • Mitachi, T.1    Kudoh, Y.2
  • 10
    • 0012359314 scopus 로고    scopus 로고
    • A new approach to evaluate undrained strength of clays by unconfined compression test with suction measurement
    • Nanjing
    • Mitachi, T., Kudoh, Y. and Endoh, D. (1996): A new approach to evaluate undrained strength of clays by unconfined compression test with suction measurement, Proc. of 2nd. Int. Conf. on Soft Soil Engrg., Nanjing, 157-163.
    • (1996) Proc. of 2nd. Int. Conf. on Soft Soil Engrg. , pp. 157-163
    • Mitachi, T.1    Kudoh, Y.2    Endoh, D.3
  • 13
    • 0002178145 scopus 로고
    • A new experimental method for the determination of Hvorslev strength parameters for sensitive clays
    • SM2
    • Noorany, I. and Seed, H. B. (1965): A new experimental method for the determination of Hvorslev strength parameters for sensitive clays, Proc. ASCE, 91, SM2, 49-80.
    • (1965) Proc. ASCE , vol.91 , pp. 49-80
    • Noorany, I.1    Seed, H.B.2
  • 14
    • 4244118943 scopus 로고
    • 0-consolidation test on saturated clay
    • in Japanese
    • 0-consolidation test on saturated clay, J. of JSCE, (448/III-19), 45-52 (in Japanese).
    • (1992) J. of JSCE , Issue.448 III-19 , pp. 45-52
    • Oda, Y.1    Mitachi, T.2
  • 15
    • 85037302744 scopus 로고
    • Studies on the disturbance of clay samples
    • in Japanese
    • Okumura, T. (1963): Studies on the disturbance of clay samples, Port and Harbor Research Institute Report, 8(1), 59-84 (in Japanese).
    • (1963) Port and Harbor Research Institute Report , vol.8 , Issue.1 , pp. 59-84
    • Okumura, T.1
  • 16
    • 0001949342 scopus 로고
    • The variation of mechanical properties of clay samples depending on its degree of disturbance
    • Okumura, T. (1971): The variation of mechanical properties of clay samples depending on its degree of disturbance, Proc. 4th ARCSMFE, 78-81.
    • (1971) Proc. 4th ARCSMFE , pp. 78-81
    • Okumura, T.1
  • 17
    • 36749040153 scopus 로고
    • Studies on the disturbance of clay soils and the improvement of their sampling technique
    • in Japanese
    • Okumura, T. (1974): Studies on the disturbance of clay soils and the improvement of their sampling technique, Technical Note of the Port and Harbor Research Institute, (193), 145 (in Japanese).
    • (1974) Technical Note of the Port and Harbor Research Institute , Issue.193 , pp. 145
    • Okumura, T.1
  • 18
    • 0027663855 scopus 로고
    • Effective stress behavior of clays in unconfined compression tests
    • Shimizu, M. and Tabuchi, T. (1993): Effective stress behavior of clays in unconfined compression tests, Soils and Foundations, 33(3), 28-39.
    • (1993) Soils and Foundations , vol.33 , Issue.3 , pp. 28-39
    • Shimizu, M.1    Tabuchi, T.2
  • 19
    • 0001641953 scopus 로고
    • The behaviour of saturated clays during sampling and testing
    • Skempton, A. W. and Sowa, V. A. (1963): The behaviour of saturated clays during sampling and testing, Geotechnique, 13(4), 269-290.
    • (1963) Geotechnique , vol.13 , Issue.4 , pp. 269-290
    • Skempton, A.W.1    Sowa, V.A.2
  • 20
    • 24044432364 scopus 로고
    • Sample quality by various types of samplers
    • Tanaka, H. and Tanaka, M. (1995): Sample quality by various types of samplers, Proc. of 10th ARCSMFE, 1, 83-86.
    • (1995) Proc. of 10th ARCSMFE , vol.1 , pp. 83-86
    • Tanaka, H.1    Tanaka, M.2
  • 21
    • 85037290896 scopus 로고    scopus 로고
    • Applicability of unconfined compression test for the clay soils outside Japan
    • in Japanese
    • Tanaka, H., Tanaka, M. and Hamouche, K. (1997): Applicability of unconfined compression test for the clay soils outside Japan, Proc. 14th Symposium on Geotech. Engrg., 61-67 (in Japanese).
    • (1997) Proc. 14th Symposium on Geotech. Engrg. , pp. 61-67
    • Tanaka, H.1    Tanaka, M.2    Hamouche, K.3
  • 22
    • 0342582441 scopus 로고    scopus 로고
    • Method for predicting in-situ undrained strength of highly organic soil based on the value of suction and unconfined compressive strength
    • Sendai
    • Tsushima, M. and Mitachi, T. (1998): Method for predicting in-situ undrained strength of highly organic soil based on the value of suction and unconfined compressive strength, Proc. of the Int. Symp. on Problematic Soils, Sendai, 1, 11-14.
    • (1998) Proc. of the Int. Symp. on Problematic Soils , vol.1 , pp. 11-14
    • Tsushima, M.1    Mitachi, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.