湖相沉积地震成因负载与球-枕构造的数值模拟研究OA
Numerical simulation analysis of seismically triggered load and ball-and-pillow structures in the lacustrine sediment
湖相沉积中地震成因的软沉积变形构造,为构造活动区古地震事件研究提供了可靠的地层记录.负载与球-枕构造作为常见的变形类型,通常由不同沉积层反密度差所引发的重力失稳所致,但其形成机制及与地震强度之间的量化关系仍缺乏明确阐释.文章采用 FLUENT多相流数值模拟方法,反演了在不同地震加速度(0.125g、0.25g、0.5g和 0.8g)及不同物理性质(密度、动力黏度和层厚)条件下饱和砂-黏土层中负载与球-枕构造的形成过程,探讨了沉积层物理性质对此类变形构造发育的影响及其与地震强度之间的关系.模拟结果表明:地震加速度越大,砂-黏土层界面越早出现负载与火焰构造,且由小型负载构造逐渐发展为较大规模的负载与球-枕构造;在相同地震加速度条件下,上覆砂层和下伏黏土层的密度差越大、动力黏度差越小、上覆砂层越厚,负载与球-枕构造的变形程度和规模也更显著.数值模拟得到的负载与球-枕构造形态与塔什库尔干湖相沉积层中野外观测案例高度一致,既验证了其力学机制,也为软沉积变形构造与古地震研究提供了新的技术途径和直观依据.
[Objective]Seismically triggered soft-sediment deformation structures(SSDSs)in the lacustrine sediments serve as reliable stratigraphic records for studying paleoearthquake events in tectonically active regions.Load and ball-and-pillow structures,as common types of SSDSs,are generally attributed to gravitational instability caused by an inverse density gradient between adjacent sedimentary layers.However,their formation mechanisms and the quantitative relationship between their development and seismic intensity remain poorly constrained.[Methods]This study employs the multiphase-flow numerical simulation approach implemented in ANSYS Fluent to simulate the formation of load and ball-and-pillow structures in saturated sand-clay layers under different peak ground accelerations(PGAs;0.125g,0.25g,0.5g,and 0.8g)and varying physical properties,including density,dynamic viscosity and layer thicknesses).The effects of sediment physical properties on the development of these deformation structures and their relationship with seismic intensity were investigated.[Results]The results show that as the PGA increases,load and flame structures develop earlier at the sand-clay interface and progressively evolve from small load structures into larger-scale load and ball-and-pillow structures.Under the same PGA,a larger density contrast,a smaller dynamic viscosity contrast,and a thicker overlying sand layer result in greater deformation and larger-scale development of load and ball-and-pillow structures.[Conclusions]The morphologies of the load and ball-and-pillow structures produced by the numerical simulations are highly consistent with those observed in lacustrine sediments in the Tashkorgan area.This agreement supports the proposed mechanical mechanism of their formation and provides a quantitative basis for understanding the development of SSDSs under different seismic and sedimentary conditions.[Significance]This finding verifies the seismic trigger of SSDSs in this region and provides a new technological insight into the study of SSDSs and paleoearthquakes.
严泽龙;范瑞祥;梁莲姬;钟宁;张俊杰
北京工业大学建筑工程学院,北京 100124北京工业大学建筑工程学院,北京 100124北京工业大学建筑工程学院,北京 100124||自然资源部大陆动力学重点实验室,北京 100037中国地质科学院地质力学研究所,北京 100081北京工业大学建筑工程学院,北京 100124
天文与地球科学
湖相沉积古地震软沉积变形负载构造球-枕构造数值模拟
lacustrine sedimentspaleoearthquakesoft sediment deformationload structureball-and-pillow structurenumerical simulation
《地质力学学报》 2026 (4)
933-941,9
国家自然科学基金项目(42572128)自然资源部大陆动力学重点实验室开放基金项目(J2408) This research was financially supported by the National Natural Science Foundation of China(Grant No.42572128)and the Open Fund of the Key Laboratory of Continental Dynamics of Ministry of Natural Resources(Grant No.J2408).
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