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Numerical simulation analysis of seismically triggered load and ball-and-pillow structures in the lacustrine sediment
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Zelong YAN1, Ruixiang FAN1, Lianji LIANG1, 2, Ning ZHONG3, Junjie ZHANG1
Journal of Geomechanics | 2026, 32(4) : 933 - 941
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Journal of Geomechanics | 2026, 32(4): 933-941
• Active Tectonics & Earthquake •
Numerical simulation analysis of seismically triggered load and ball-and-pillow structures in the lacustrine sediment
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Zelong YAN1, Ruixiang FAN1, Lianji LIANG1, 2, Ning ZHONG3, Junjie ZHANG1
Affiliations
  • 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • 2Key Laboratory of Continental Dynamics of Ministry of Natural Resources, Beijing 100037, China
  • 3Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
Published: 2026-08-28 doi: 10.12090/j.issn.1006-6616.2026005
Outline
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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.

lacustrine sediments  /  paleoearthquake  /  soft sediment deformation  /  load structure  /  ball-and-pillow structure  /  numerical simulation
严泽龙, 范瑞祥, 梁莲姬, 钟宁, 张俊杰. 湖相沉积地震成因负载与球−枕构造的数值模拟研究. 地质力学学报, 2026 , 32 (4) : 933 -941 . DOI: 10.12090/j.issn.1006-6616.2026005
Zelong YAN, Ruixiang FAN, Lianji LIANG, Ning ZHONG, Junjie ZHANG. Numerical simulation analysis of seismically triggered load and ball-and-pillow structures in the lacustrine sediment[J]. Journal of Geomechanics, 2026 , 32 (4) : 933 -941 . DOI: 10.12090/j.issn.1006-6616.2026005
Year 2026 volume 32 Issue 4
215
90
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Article Info
doi: 10.12090/j.issn.1006-6616.2026005
  • Receive Date:2026-01-13
  • Online Date:2026-09-30
  • Published:2026-08-28
Article Data
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History
  • Received:2026-01-13
  • Revised:2026-05-09
  • Accepted:2026-05-11
Affiliations
    1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
    2Key Laboratory of Continental Dynamics of Ministry of Natural Resources, Beijing 100037, China
    3Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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