Strength properties and strength criterion of unconsolidated hydrate-bearing sediment under the effect of clay minerals

IF 4.4 2区 工程技术 Q1 ENGINEERING, OCEAN
Yuanwei Sun , Yuanfang Cheng , Jian Zhao , Chuanliang Yan , Xian Shi , Fengxia Shi
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Abstract

The Shenhu sea area is characterized by substantial natural gas hydrate (NGH) resources, where clay minerals exert a considerable influence on the mechanical properties of the surrounding sediments. This influence is further amplified during hydrate decomposition. Given this context, the composition and geological characteristics of the shallow, clay-rich, hydrate-bearing sediments specific to the Shenhu sea area was investigated. Subsequently, a series of carefully controlled triaxial mechanical experiments were performed on in-situ synthesized hydrate-bearing sediments, which determined the variations in strength parameters under different clay contents, and facilitated the development of an effective strength criterion through multiple regression analysis. The results indicate that: (1) Clay minerals significantly affect the mechanical behavior of hydrate-bearing sediments. An increase in clay content is associated with a decrease in peak strength. Under the influence of hydrate saturation and effective confining pressure, hydrate-bearing sediments exhibit similar mechanical responses across varying clay contents. The peak strength demonstrates a linear relationship with hydrate saturation while a non-linear relationship with effective confining pressure. (2) Cohesion and the internal friction angle generally decrease with increasing clay content and decreasing hydrate saturation. However, variations in cohesion are more pronounced and follow a more consistent pattern, which are characterized as a function of clay content and hydrate saturation. (3) Based on the Mohr-Coulomb criterion, a high-precision strength criterion for unconsolidated hydrate-bearing sediments is established incorporating the effects of clay content, hydrate saturation, and effective confining pressure. This research provides a valuable reference for the design and optimization of NGH drilling and production operations in the Shenhu sea area.
粘土矿物作用下疏松含水泥沙强度特性及强度判据
神狐海域具有丰富的天然气水合物资源,黏土矿物对周围沉积物的力学性质影响较大。这种影响在水合物分解过程中进一步放大。在此背景下,研究了神狐海域浅层富泥含水沉积物的组成和地质特征。随后,对原位合成水合物沉积物进行了一系列精心控制的三轴力学试验,确定了不同粘土含量下强度参数的变化规律,并通过多元回归分析建立了有效的强度准则。结果表明:(1)黏土矿物对含水沉积物的力学行为影响显著。粘土含量的增加与峰值强度的降低有关。在水合物饱和度和有效围压的影响下,含水合物沉积物在不同粘土含量下表现出相似的力学响应。峰值强度与水合物饱和度呈线性关系,与有效围压呈非线性关系。(2)黏聚力和内摩擦角一般随黏土含量的增加和水合物饱和度的降低而减小。然而,黏聚力的变化更为明显,并遵循更一致的模式,其特征是粘土含量和水合物饱和度的函数。(3)基于Mohr-Coulomb准则,建立了考虑粘土含量、水合物饱和度和有效围压影响的疏松含水沉积物高精度强度准则。该研究为神狐海域天然气水合物钻井生产作业的设计与优化提供了有价值的参考。
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来源期刊
Applied Ocean Research
Applied Ocean Research 地学-工程:大洋
CiteScore
8.70
自引率
7.00%
发文量
316
审稿时长
59 days
期刊介绍: The aim of Applied Ocean Research is to encourage the submission of papers that advance the state of knowledge in a range of topics relevant to ocean engineering.
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