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Record #125735:
Dynamic elastic modulus and strength of saturated frozen silt / Ping He, Yuanlin Zhu, Jiayi Zhang, Zhongyan Shen, Qihao Yu.
Title: | Dynamic elastic modulus and strength of saturated frozen silt / Ping He, Yuanlin Zhu, Jiayi Zhang, Zhongyan Shen, Qihao Yu. |
Author(s): | He, Ping. Zhu, Yuanlin. Zhang, Jiayi. Shen, Zhongyan. Yu, Qihao. |
Date: | 1993. |
Publisher: | Wushan, Guangzhou: South China University of Technology Press |
In: | Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China. (1993.), |
Abstract: | Series of vibration tests were conducted on saturated frozen silt at constant dynamic loading parameters and temperature. Test results indicated that dynamic elastic modulus decreases with increasing strain and increases with increasing frequency and decreasing temperature. Strength increases with decreasing temperature. Influence of frequency on strength depends on inherent frequency of frozen soil. |
Notes: | In: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost. |
Keywords: | 551.34 -- Geocryology. Frozen ground. 551.345 -- Permafrost. Cryopedology. 539.32 -- Ice, elasticity. E8 -- Glaciology: frost action and permafrost. |
SPRI record no.: | 125735 |
LDR 01613naa#a2200000#a#4500 001 SPRI-125735 005 20231001000816.0 007 ta 008 231001s1993####cc#a###|#####|0||#0#eng#d 035 ## ‡aSPRI-125735 040 ## ‡aUkCU-P‡beng‡eaacr 245 00 ‡aDynamic elastic modulus and strength of saturated frozen silt /‡cPing He, Yuanlin Zhu, Jiayi Zhang, Zhongyan Shen, Qihao Yu. 260 ## ‡aWushan, Guangzhou :‡bSouth China University of Technology Press,‡c1993. 300 ## ‡ap. 250-254 :‡bdiags., tables. 500 ## ‡aIn: Permafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China / International Conference on Permafrost. 520 3# ‡aSeries of vibration tests were conducted on saturated frozen silt at constant dynamic loading parameters and temperature. Test results indicated that dynamic elastic modulus decreases with increasing strain and increases with increasing frequency and decreasing temperature. Strength increases with decreasing temperature. Influence of frequency on strength depends on inherent frequency of frozen soil. 650 07 ‡a551.34 -- Geocryology. Frozen ground.‡2udc 650 07 ‡a551.345 -- Permafrost. Cryopedology.‡2udc 650 07 ‡a539.32 -- Ice, elasticity.‡2udc 650 07 ‡aE8 -- Glaciology: frost action and permafrost.‡2local 700 1# ‡aHe, Ping. 700 1# ‡aZhu, Yuanlin. 700 1# ‡aZhang, Jiayi. 700 1# ‡aShen, Zhongyan. 700 1# ‡aYu, Qihao. 773 0# ‡7m2am ‡aInternational Conference on Permafrost. ‡tPermafrost. Sixth International Conference. Proceedings (Vol. 1), July 5-9, 1993, Beijing China. ‡dWushan, Guangzhou : South China University of Technology Press, 1993. ‡wSPRI-125499 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20231001