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Mechanism of Eliminating Collapsibility of Loess by Dynamic Compaction
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Tong-zhou JIN, Wan-kui NI*, Yan-shi MU, Hai-han MA, Hai-man WANG, Yu RONG
Science Technology and Engineering | 2025, 25(11) : 4724 - 4732
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Science Technology and Engineering | 2025, 25(11): 4724-4732
Papers·Architectural Science
Mechanism of Eliminating Collapsibility of Loess by Dynamic Compaction
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Tong-zhou JIN, Wan-kui NI*, Yan-shi MU, Hai-han MA, Hai-man WANG, Yu RONG
Affiliations
  • School of Geology Engineering and Geomatics, Chang'an University, Xi'an 710054, China
Published: 2025-04-18 doi: 10.12404/j.issn.1671-1815.2403130
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Dynamic compaction is one of the effective methods to eliminate collapsibility of loess foundation. In order to study the mechanism of eliminating loess collapsibility by dynamic compaction, particle size test, collapsibility test, scanning electron microscope test and soil-water characteristic curve (SWCC) test were conducted on undistributed loess and compacted loess in Tongchuan City. The above experimental data was used for analyzing the effect of dynamic compaction on the particle size distribution, microstructural and unsaturated characteristic of loess, as well as the relation between these factors and collapsibility. It is shown that the clay content of the loess in Tongchuan area increases significantly under dynamic compaction. It is found that when the clay content is greater than 36.2%, the loess is no longer collapsible. It is observed that dynamic compaction leads to the formation of small and micro pores from collapsed macropores and mesopores. As a consequence, the density of particles increases and the collapsibility decreases. The slope of the SWCC curve desaturation section of compacted loess is greater than that for undistributed loess. This is because clay particles formed under dynamic compaction act as cementation materials, which is considered to increase the strength of cementation on the one hand, and to be filled in the pores on the other hand, increasing the density of loess. Finally, the results show that the SWCC curve fitting parameter a is related to the proportion of micro-pore area and the collapsibility coefficient. The collapsibility of loess can be judged indirectly from the characteristics of the SWCC curve.

loess collapsibility  /  dynamic compaction  /  particle size distribution  /  microstructure  /  soil-water characteristic curve
Tong-zhou JIN, Wan-kui NI, Yan-shi MU, Hai-han MA, Hai-man WANG, Yu RONG. Mechanism of Eliminating Collapsibility of Loess by Dynamic Compaction[J]. Science Technology and Engineering, 2025 , 25 (11) : 4724 -4732 . DOI: 10.12404/j.issn.1671-1815.2403130
Year 2025 volume 25 Issue 11
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doi: 10.12404/j.issn.1671-1815.2403130
  • Receive Date:2024-04-27
  • Online Date:2025-07-09
  • Published:2025-04-18
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  • Received:2024-04-27
  • Revised:2024-08-31
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    School of Geology Engineering and Geomatics, Chang'an University, Xi'an 710054, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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