Effects of Membrane Penetration on Modulus and Poisson’s Ratio for Undrained Cyclic Triaxial Conditions
The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests of granular soils are discussed in this paper. The soils used are six types of sands with different grain size distributions. Test results indicated that the relationship between the shear mo...
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Published in | SOILS AND FOUNDATIONS Vol. 36; no. 4; pp. 127 - 133 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Tokyo
Elsevier B.V
01.12.1996
The Japanese Geotechnical Society Japanese Geotechnical Society |
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Abstract | The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests of granular soils are discussed in this paper. The soils used are six types of sands with different grain size distributions. Test results indicated that the relationship between the shear modulus at small strain obtained from a cyclic torsional test and an undrained cyclic triaxial test, and between the Young’s modulus obtained from the drained and undrained cyclic triaxial tests are dependent on the grain size distribution of the sands. It is assumed that the main reason for this is caused by a decrease of the Poisson’s ratio under undrained cyclic triaxial condition due to the membrane penetration effect. The Poisson’s ratio in undrained cyclic triaxial tests has been estimated from the membrane penetration value and the pore pressure fluctuation under undrained cyclic loading. Consequently, it was determined that the Poisson’s ratio of the soil skeleton in undrained cyclic triaxial tests decreases from 0.5 at small strain, as the grain size increases. In addition, the shear modulus calculated from the estimated Poisson’s ratio and the measured Young’s modulus in undrained cyclic triaxial tests is almost equal to those in cyclic torsional tests irrespective of grain size. |
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AbstractList | The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests on granular soils are discussed in this paper. The soils used are six types of sands with different grain size distributions. The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests of granular soils are discussed in this paper. The soils used are six types of sands with different grain size distributions. Test results indicated that the relationship between the shear modulus at small strain obtained from a cyclic torsional test and an undrained cyclic triaxial test, and between the Young’s modulus obtained from the drained and undrained cyclic triaxial tests are dependent on the grain size distribution of the sands. It is assumed that the main reason for this is caused by a decrease of the Poisson’s ratio under undrained cyclic triaxial condition due to the membrane penetration effect. The Poisson’s ratio in undrained cyclic triaxial tests has been estimated from the membrane penetration value and the pore pressure fluctuation under undrained cyclic loading. Consequently, it was determined that the Poisson’s ratio of the soil skeleton in undrained cyclic triaxial tests decreases from 0.5 at small strain, as the grain size increases. In addition, the shear modulus calculated from the estimated Poisson’s ratio and the measured Young’s modulus in undrained cyclic triaxial tests is almost equal to those in cyclic torsional tests irrespective of grain size. |
Author | Suzuki, Teruyuki Toki, Shosuke Yamashita, Satoshi |
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Keywords | drainage condition membrane penetration Young’s modulus (IGC: D7/D6) sand Poisson’s ratio cyclic triaxial test Grain size analysis Sand Shear modulus Triaxial test Drainage Young modulus Granular soil Poisson ratio Soil test Pore pressure Cyclic load Undrained soil test Membrane |
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References | Yamashita, Shibuya, Inahara, Furukawa (bb0085) 1994 Baldi, Nova (bb0010) 1984; 110 Frydman, Zeitlen, Alpan (bb0020) 1973; 1 Toki, Miura, Yamashita (bb0060) 1986 Toki, Shibuya, Yamashita (bb0065) 1995; 2 Yamashita, Toki (bb0090) 1994; 1 Martin, Finn, Seed (bb0030) 1978; 104 Yamashita, Toki (bb0080) 1993; 33 Tokimatsu, Nakamura (bb0070) 1986; 26 Chaney (bb0015) 1978; 1 Shibuya, Park, Tatsuoka, Abe, Teachavorasinskun, Kohata, Sato (bb0045) 1994; 34 Roscoe, Schofield, Thurairajah (bb0040) 1963; STP361 Tanaka, Kokusho, Yoshida, Kudo (bb0050) 1990 Yasuda, Matsumoto (bb0095) 1993; 30 Tatsuoka, Shibuya (bb0055) 1992; 2 Lade, Hernandez (bb0025) 1977; 103 Newland, Allely (bb0035) 1959; 9 Vaid, Negussey (bb0075) 1984; 7 1) Baldi, G. and Nova, R. (1984) : "Membrane penetration effects in triaxial testing," Jour. Of Geotechnical Engineering, ASCE, Vol. 110, No. 3, pp. 403-420. 3) Frydman, S., Zeitlen, J. G. and Alpan, I. (1973) : "The membrane effect in triaxial testing of granular soils," Jour. Of Testing and Evaluation, Vol. 1, No. 1, pp. 37-41. 9) Tanaka, Y., Kokusho, T., Yoshida, Y. and Kudo, K. (1990) : "Con sideration of effects of system compliance on the shear modulus of gravelly soils," Proc. Of 25th Japan National Conf. On SMFE, pp. 757-758 (in Japanese). 8) Shibuya, S., Park, C., Tatsuoka, F., Abe, F., Teachavorasinskun, S., Kohata, Y. and Sato, T. (1994) : "The significance of local lateral- strain measurement of soil specimens for a wide range of strain," Soils and Foundations, Vol. 34, No. 2, pp. 95-105. 16) Yamashita, S., Shibuya, S., Inahara, H. and Furukawa, T. (1994a) : "Effects of B-value on cyclic deformation characteristics of sand and clay," Proc. Of Symposium on Deformation Characteristics of Geomaterials Associated with Dynamic Problems of Ground and Soil-Structures, JSSMEF, pp. 137-142 (in Japanese). 11) Toki, S., Miura, S. and Yamashita, S. (1986) : "Effect of pore pressure coefficient-B on undrained cyclic triaxial strength of saturated sand," Proc. Of 21th Japan National Conf. On SMFE, pp. 565-568 (in Japanese). 10) Tatsuoka, F. and Shibuya, S. (1992) : "Deformation characteristics of soils and rocks from field and laboratory tests," Proc. Of 9th Asian Regional Conf. On SMFE, Vol. 2, pp. 101-170. 15) Yamashita, S. and Toki, S. (1993) : "Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths," Soils and Foundations, Vol. 33, No. 3, pp. 92-104. 17) Yamashita, S. and Toki, S. (1994b) : "Cyclic deformation characteristics of sands in triaxial and torsional tests," Pre-failure Deformation of Geomaterials, Balkema, Vol. 1, pp. 31-36. 2) Chaney, R. C. (1978) : "Saturation effects on the cyclic strength of sands," Earthquake Engineering and Soil Dynamics, GED, ASCE, Vol. 1, pp. 343-358. 12) Toki, S., Shibuya, S. and Yamashita, S. (1995) : "Standardization of laboratory test method to determine the cyclic deformation properties of geomaterials in Japan," Pre-failure Deformation of Geomaterials, Balkema, Vol. 2, pp. 741-784. 18) Yasuda, N. and Matsumoto, N. (1993) : "Dynamic deformation characteristics of sands and rockfill materials," Canadian Geotechnical Journal, Vol. 30, No. 4, pp. 747-757. 7) Roscoe, K. H., Schofield, A. H. and Thurairajah, A. (1963) : "An evaluation of test data for selecting a yield criterion for soils," ASTM, STP361, pp. 111-128. 6) Newland, P. L. and Allely, B. H. (1959) : "Volume changes during undrained triaxial tests on saturated dilatant granular materials," Geotechnique, Vol. 9, No. 4, pp. 174-182. 5) Martin, G. R., Finn, W. D. L. and Seed, H. B. (1978) : "Effects of system compliance on liquefaction tests," Jour. Of Geotechnical Engineering Division, ASCE, Vol. 104, No. GT4, pp. 463-479. 14) Vaid, Y. P. and Negussey, D. (1984) : "A critical assessment of membrane penetration in the triaxial test," Geotechnical Testing Journal, Vol. 7, No. 2, pp. 70-76. 13) Tokimatsu, K. and Nakamura, K. (1986) : "A liquefaction test without membrane penetration effects," Soils and Foundations, Vol. 26, No. 4, pp. 127-138. 4) Lade, P. V. and Hernandez, S. B. (1977) : "Membrane penetration effects in undrained tests," Jour. Of Geotechnical Engineering Division, ASCE, Vol. 103, No. GT2, pp. 109-125. Shibuya (10.3208/sandf.36.4_127_bb0045) 1994; 34 Tanaka (10.3208/sandf.36.4_127_bb0050) 1990 Toki (10.3208/sandf.36.4_127_bb0060) 1986 Vaid (10.3208/sandf.36.4_127_bb0075) 1984; 7 Lade (10.3208/sandf.36.4_127_bb0025) 1977; 103 Toki (10.3208/sandf.36.4_127_bb0065) 1995; 2 Yasuda (10.3208/sandf.36.4_127_bb0095) 1993; 30 Tatsuoka (10.3208/sandf.36.4_127_bb0055) 1992; 2 Frydman (10.3208/sandf.36.4_127_bb0020) 1973; 1 Baldi (10.3208/sandf.36.4_127_bb0010) 1984; 110 Tokimatsu (10.3208/sandf.36.4_127_bb0070) 1986; 26 Yamashita (10.3208/sandf.36.4_127_bb0090) 1994; 1 Roscoe (10.3208/sandf.36.4_127_bb0040) 1963; STP361 Newland (10.3208/sandf.36.4_127_bb0035) 1959; 9 Chaney (10.3208/sandf.36.4_127_bb0015) 1978; 1 Martin (10.3208/sandf.36.4_127_bb0030) 1978; 104 Yamashita (10.3208/sandf.36.4_127_bb0080) 1993; 33 Yamashita (10.3208/sandf.36.4_127_bb0085) 1994 |
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start-page: 37 year: 1973 end-page: 41 ident: bb0020 article-title: The membrane effect in triaxial testing of granular soils publication-title: Jour, of Testing and Evaluation contributor: fullname: Alpan – volume: 104 start-page: 463 year: 1978 end-page: 479 ident: bb0030 article-title: Effects of system compliance on liquefaction tests publication-title: Jour, of Geotechnical Engineering Division, ASCE contributor: fullname: Seed – volume: 33 start-page: 92 year: 1993 end-page: 104 ident: bb0080 article-title: Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths publication-title: Soils and Foundations contributor: fullname: Toki – start-page: 137 year: 1994 end-page: 142 ident: bb0085 article-title: Effects of B-value on cyclic deformation characteristics of sand and clay publication-title: Proc. of Symposium on Deformation Characteristics of Geomaterials Associated with Dynamic Problems of Ground and Soil-Structures contributor: fullname: Furukawa – start-page: 565 year: 1986 end-page: 568 ident: bb0060 article-title: Effect of pore pressure coefficient-B on undrained cyclic triaxial strength of saturated sand contributor: fullname: Yamashita – volume: 26 start-page: 127 year: 1986 end-page: 138 ident: bb0070 article-title: A liquefaction test without membrane penetration effects publication-title: Soils and Foundations contributor: fullname: Nakamura – volume: 9 start-page: 174 year: 1959 end-page: 182 ident: bb0035 article-title: Volume changes during undrained triaxial tests on saturated dilatant granular materials publication-title: Géotechnique contributor: fullname: Allely – volume: 1 start-page: 343 year: 1978 end-page: 358 ident: bb0015 article-title: Saturation effects on the cyclic strength of sands publication-title: Earthquake Engineering and Soil Dynamics, GED, ASCE contributor: fullname: Chaney – volume: 2 start-page: 741 year: 1995 end-page: 784 ident: bb0065 article-title: Standardization of laboratory test method to determine the cyclic deformation properties of geomaterials in Japan publication-title: Pre-failure Deformation of Geomaterials, Balkema contributor: fullname: Yamashita – volume: 110 start-page: 403 year: 1984 end-page: 420 ident: bb0010 article-title: Membrane penetration effects in triaxial testing publication-title: Jour, of Geotechnical Engineering, ASCE contributor: fullname: Nova – volume: 30 start-page: 747 year: 1993 end-page: 757 ident: bb0095 article-title: Dynamic deformation characteristics of sands and rockfill materials publication-title: Canadian Geotechnical Journal contributor: fullname: Matsumoto – volume: 1 start-page: 31 year: 1994 end-page: 36 ident: bb0090 article-title: Cyclic deformation characteristics of sands in triaxial and torsional tests publication-title: Pre-failure Deformation of Geomaterials, Balkema contributor: fullname: Toki – volume: STP361 start-page: 111 year: 1963 end-page: 128 ident: bb0040 article-title: An evaluation of test data for selecting a yield criterion for soils publication-title: ASTM contributor: fullname: Thurairajah – start-page: 757 year: 1990 end-page: 758 ident: bb0050 article-title: Consideration of effects of system compliance on the shear modulus of gravelly soils contributor: fullname: Kudo – volume: 30 start-page: 747 issue: 4 year: 1993 ident: 10.3208/sandf.36.4_127_bb0095 article-title: Dynamic deformation characteristics of sands and rockfill materials publication-title: Canadian Geotechnical Journal doi: 10.1139/t93-067 contributor: fullname: Yasuda – volume: 33 start-page: 92 issue: 3 year: 1993 ident: 10.3208/sandf.36.4_127_bb0080 article-title: Effects of fabric anisotropy of sand on cyclic undrained triaxial and torsional strengths publication-title: Soils and Foundations doi: 10.3208/sandf1972.33.3_92 contributor: fullname: Yamashita – start-page: 757 year: 1990 ident: 10.3208/sandf.36.4_127_bb0050 article-title: Consideration of effects of system compliance on the shear modulus of gravelly soils contributor: fullname: Tanaka – volume: 2 start-page: 101 year: 1992 ident: 10.3208/sandf.36.4_127_bb0055 article-title: Deformation characteristics of soils and rocks from field and laboratory tests publication-title: Proc. of 9th Asian Regional Conf, on SMFE contributor: fullname: Tatsuoka – volume: 2 start-page: 741 year: 1995 ident: 10.3208/sandf.36.4_127_bb0065 article-title: Standardization of laboratory test method to determine the cyclic deformation properties of geomaterials in Japan publication-title: Pre-failure Deformation of Geomaterials, Balkema contributor: fullname: Toki – volume: 1 start-page: 31 year: 1994 ident: 10.3208/sandf.36.4_127_bb0090 article-title: Cyclic deformation characteristics of sands in triaxial and torsional tests publication-title: Pre-failure Deformation of Geomaterials, Balkema contributor: fullname: Yamashita – volume: 110 start-page: 403 issue: 3 year: 1984 ident: 10.3208/sandf.36.4_127_bb0010 article-title: Membrane penetration effects in triaxial testing publication-title: Jour, of Geotechnical Engineering, ASCE doi: 10.1061/(ASCE)0733-9410(1984)110:3(403) contributor: fullname: Baldi – start-page: 565 year: 1986 ident: 10.3208/sandf.36.4_127_bb0060 article-title: Effect of pore pressure coefficient-B on undrained cyclic triaxial strength of saturated sand contributor: fullname: Toki – volume: 7 start-page: 70 issue: 2 year: 1984 ident: 10.3208/sandf.36.4_127_bb0075 article-title: A critical assessment of membrane penetration in the triaxial test publication-title: Geotechnical Testing Journal doi: 10.1520/GTJ10595J contributor: fullname: Vaid – volume: 104 start-page: 463 issue: GT4 year: 1978 ident: 10.3208/sandf.36.4_127_bb0030 article-title: Effects of system compliance on liquefaction tests publication-title: Jour, of Geotechnical Engineering Division, ASCE doi: 10.1061/AJGEB6.0000614 contributor: fullname: Martin – volume: 1 start-page: 37 issue: 1 year: 1973 ident: 10.3208/sandf.36.4_127_bb0020 article-title: The membrane effect in triaxial testing of granular soils publication-title: Jour, of Testing and Evaluation doi: 10.1520/JTE11599J contributor: fullname: Frydman – volume: 103 start-page: 109 issue: GT2 year: 1977 ident: 10.3208/sandf.36.4_127_bb0025 article-title: Membrane penetration effects in undrained tests publication-title: Jour, of Geotechnical Engineering Division, ASCE doi: 10.1061/AJGEB6.0000377 contributor: fullname: Lade – start-page: 137 year: 1994 ident: 10.3208/sandf.36.4_127_bb0085 article-title: Effects of B-value on cyclic deformation characteristics of sand and clay contributor: fullname: Yamashita – volume: 34 start-page: 95 issue: 2 year: 1994 ident: 10.3208/sandf.36.4_127_bb0045 article-title: The significance of local lateral-strain measurement of soil specimens for a wide range of strain publication-title: Soils and Foundations doi: 10.3208/sandf1972.34.2_95 contributor: fullname: Shibuya – volume: 26 start-page: 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Snippet | The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests of granular soils are discussed in this paper. The... The effects of membrane penetration on the cyclic deformation properties for undrained cyclic triaxial tests on granular soils are discussed in this paper. The... |
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SubjectTerms | Applied sciences Buildings. Public works cyclic triaxial test drainage condition Exact sciences and technology Geotechnics membrane penetration Poisson’s ratio sand Soil investigations. Testing Young’s modulus (IGC: D7/D6) |
Title | Effects of Membrane Penetration on Modulus and Poisson’s Ratio for Undrained Cyclic Triaxial Conditions |
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