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Record #114332:

Constitutive relations of frozen soil in uniaxial compression / Yuanlin Zhu, Jiayi Zhang, Wanwei Peng, Zhongyan Sheng, Lina Miao.

Title: Constitutive relations of frozen soil in uniaxial compression / Yuanlin Zhu, Jiayi Zhang, Wanwei Peng, Zhongyan Sheng, Lina Miao.
Author(s): Zhu, Yuanlin.
Zhang, Jiayi.
Peng, Wanwei.
Sheng, Zhongyan.
Miao, Lina.
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: Based on these compression tests, it is proposed that stress-strain behaviour of frozen soil can be classified into nine types; their corresponding stress-strain equations are given. Stress-strain behaviour depends mainly on strain rate and temperature. According to ranges of strain rate and temperature for the nine types of stress-strain behaviour, maps of constitutive relationships of various kinds of frozen soils in uniaxial compression are presented.
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: 624.139 -- Engineering in frozen ground.
624.139.7 -- Frozen ground as engineering material.
551.34 -- Geocryology. Frozen ground.
551.345 -- Permafrost. Cryopedology.
539.42 -- Ice, tensile strength.
E12 -- Glaciology: frozen ground / snow and ice engineering.
SPRI record no.: 114332

MARCXML

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245 00 ‡aConstitutive relations of frozen soil in uniaxial compression /‡cYuanlin Zhu, Jiayi Zhang, Wanwei Peng, Zhongyan Sheng, Lina Miao.
260 ## ‡aRotterdam :‡bA.A. Balkema,‡c1991.
300 ## ‡ap. 211-216 :‡bdiags., table.
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# ‡aBased on these compression tests, it is proposed that stress-strain behaviour of frozen soil can be classified into nine types; their corresponding stress-strain equations are given. Stress-strain behaviour depends mainly on strain rate and temperature. According to ranges of strain rate and temperature for the nine types of stress-strain behaviour, maps of constitutive relationships of various kinds of frozen soils in uniaxial compression are presented.
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a624.139.7 -- Frozen ground as engineering material.‡2udc
650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc
650 07 ‡a551.345 -- Permafrost. Cryopedology.‡2udc
650 07 ‡a539.42 -- Ice, tensile strength.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
700 1# ‡aZhu, Yuanlin.
700 1# ‡aZhang, Jiayi.
700 1# ‡aPeng, Wanwei.
700 1# ‡aSheng, Zhongyan.
700 1# ‡aMiao, Lina.
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# ‡a20221205