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Record #114330:
Influence of freezing--thawing on undrained triaxial compression shear behavior of fibrous peat / Hareyuki Yamaguchi, Hitoshi Ikenaga, Shinji Suzuki.
Title: | Influence of freezing--thawing on undrained triaxial compression shear behavior of fibrous peat / Hareyuki Yamaguchi, Hitoshi Ikenaga, Shinji Suzuki. |
Author(s): | Yamaguchi, Hareyuki. Ikenaga, Hitoshi. Suzuki, Shinji. |
Date: | 1991. |
Publisher: | Rotterdam: A.A. Balkema |
In: | Ground Freezing 91. Proceedings of the Sixth International Symposium on Ground Freezing, Beijing, 10-12 September 1991. Vol. 1. (1991.), |
Abstract: | Consolidated and unconsolidated undrained triaxial compression shear tests were carried out. Peat under test contained 50 to 70% organic matter. Freezing to --30°C and thawing to +18°C were carried out for different durations. |
Notes: | In: Ground Freezing 91. Proceedings of the Sixth International Symposium on Ground Freezing, Beijing, 10-12 September 1991. Vol. 1 / Xiang Yu, Changsheng Wang, eds. |
Keywords: | 551.34 -- Geocryology. Frozen ground. 551.345 -- Permafrost. Cryopedology. 536.421.1 -- Melting. 536.421.4 -- Freezing. 539.42 -- Ice, tensile strength. 624.139 -- Engineering in frozen ground. 624.139.26 -- Bearing capacity of ground, effects of freezing and thawing. 556.56 -- Swamps, marshes and fens. E8 -- Glaciology: frost action and permafrost. |
SPRI record no.: | 114330 |
LDR 01683naa#a2200000#a#4500 001 SPRI-114330 005 20240329092714.0 007 ta 008 240329s1991####ne#a###|#####|0||#0#eng#d 035 ## ‡aSPRI-114330 040 ## ‡aUkCU-P‡beng‡eaacr 100 1# ‡aYamaguchi, Hareyuki. 245 10 ‡aInfluence of freezing--thawing on undrained triaxial compression shear behavior of fibrous peat /‡cHareyuki Yamaguchi, Hitoshi Ikenaga, Shinji Suzuki. 260 ## ‡aRotterdam :‡bA.A. Balkema,‡c1991. 300 ## ‡ap. 197-204 :‡bill., diags., tables. 500 ## ‡aIn: Ground Freezing 91. Proceedings of the Sixth International Symposium on Ground Freezing, Beijing, 10-12 September 1991. Vol. 1 / Xiang Yu, Changsheng Wang, eds. 520 3# ‡aConsolidated and unconsolidated undrained triaxial compression shear tests were carried out. Peat under test contained 50 to 70% organic matter. Freezing to --30°C and thawing to +18°C were carried out for different durations. 650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc 650 07 ‡a551.345 -- Permafrost. Cryopedology.‡2udc 650 07 ‡a536.421.1 -- Melting.‡2udc 650 07 ‡a536.421.4 -- Freezing.‡2udc 650 07 ‡a539.42 -- Ice, tensile strength.‡2udc 650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc 650 07 ‡a624.139.26 -- Bearing capacity of ground, effects of freezing and thawing.‡2udc 650 07 ‡a556.56 -- Swamps, marshes and fens.‡2udc 650 07 ‡aE8 -- Glaciology: frost action and permafrost.‡2local 700 1# ‡aIkenaga, Hitoshi. 700 1# ‡aSuzuki, Shinji. 773 0# ‡7nnam ‡aXiang Yu, Changsheng Wang, eds. ‡tGround Freezing 91. Proceedings of the Sixth International Symposium on Ground Freezing, Beijing, 10-12 September 1991. Vol. 1. ‡dRotterdam : A.A. Balkema, 1991. ‡wSPRI-114301 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20240329