Experimental study of static and dynamic properties of tetrahydrofuran hydrate-bearing sediments
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Experimental study of static and dynamic properties of tetrahydrofuran hydrate-bearing sediments
Vol. 32, Issue S1, (2011)
作者机构:
1. 中国科学院力学研究所,北京,100190
2. 中海石油研究中心,北京,100027
作者简介:
基金信息:
DOI:
CLC:TU411
Online First:16 May 2011,
Published:2011
稿件说明:
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ZHANG Xu-hui, LU Xiao-bing, WANG Shu-yun, et al. Experimental study of static and dynamic properties of tetrahydrofuran hydrate-bearing sediments[J]. 2011, 32(S1).
DOI:
ZHANG Xu-hui, LU Xiao-bing, WANG Shu-yun, et al. Experimental study of static and dynamic properties of tetrahydrofuran hydrate-bearing sediments[J]. 2011, 32(S1).DOI:
Experimental study of static and dynamic properties of tetrahydrofuran hydrate-bearing sediments
By using the integrated experimental apparatus for syntheses of gas hydrate sediment and triaxial tests
a series of static and dynamic tests are conducted on the tetrahydrofuran (THF) hydrate with fine sand and Mongolia sand as the skeleton. The stress-strain curves
strength and liquefaction characteristics of the sediments before and after hydrate dissociation are obtained. The mechanical properties of the two kinds of hydrate sediments with fine sand and Mongolia sand as the skeleton
as well as the liquefaction characteristics of the sediment after dissociation of hydrate and the corresponding saturated sand are compared. It is shown that the hydrate-bearing sediments all behave as plastic failure
strength of which the increases with the formation of hydrate and the confining pressure. The dissociation of hydrate can lead to the great decrease of the strength of the sediments. The liquefaction of the sediment after dissociation of hydrate needs shorter time relative to the corresponding saturated sand