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Optimization of Combined Support Systems for Existing Subway Ancillary Structures Affected by Adjacent Excavation
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Chang TAO1, Liyun PENG1, Bingke LIU2, Hanyu CHEN1
Urban Rapid Rail Transit | 2024, 37(6) : 106 - 108
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Urban Rapid Rail Transit | 2024, 37(6): 106-108
Civil Engineering Technology
Optimization of Combined Support Systems for Existing Subway Ancillary Structures Affected by Adjacent Excavation
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Chang TAO1, Liyun PENG1, Bingke LIU2, Hanyu CHEN1
Affiliations
  • 1 College of Civil Engineering and Transportation Beijing University of Architecture Beijing 100044
  • 2 Beijing Construction Civil Engineering Co., Ltd. Beijing 100015
doi: 10.3969/j.issn.1672-6073.2024.06.015
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This paper proposes a combined support system comprising retaining piles, tensioned anchor rods, and inclined anchor cables with grouting to solve the problems associated with constructing supporting structures for deep excavations near obstacles on one side. The study utilized Midas software for modeling, and singlefactor optimization analysis schemes were designed considering four aspects: spacing and diameter of tensioned anchor rods and number and length of segments for inclined tensioned anchor cables. The rationality of this scheme was validated using engineering examples. The results showed a match between the simulated trends of the horizontal and vertical displacements of the slopeprotection pile tops and the monitoring results. The vertical displacement exhibited a parabolic trend, and the horizontal displacement exhibited an arched shape. The maximum horizontal displacement of the pile tops decreased as the spacing of the tensioned anchor rods decreased and increased as their diameters and the number and length of segments of inclined tensioned anchor cables decreased. During construction, the deformation of subway ancillary structures was wellcontrolled and significantly less than that of the adjacent deep excavation. The top settlement showed a fluctuating upward trend, whereas the deep horizontal displacement had a middlehigh and endlow pattern at different excavation stages. As the excavation depth increased, the subway structures' maximum horizontal deformation shifted downward along the shaft wall.

urban rail transit  /  combined support system  /  subway ancillary structures  /  support optimization  /  numerical calculation
Chang TAO, Liyun PENG, Bingke LIU, Hanyu CHEN. Optimization of Combined Support Systems for Existing Subway Ancillary Structures Affected by Adjacent Excavation[J]. Urban Rapid Rail Transit, 2024 , 37 (6) : 106 -108 . DOI: 10.3969/j.issn.1672-6073.2024.06.015
Year 2024 volume 37 Issue 6
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doi: 10.3969/j.issn.1672-6073.2024.06.015
  • Receive Date:2024-04-30
  • Online Date:2025-07-09
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  • Received:2024-04-30
  • Revised:2024-08-15
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    1 College of Civil Engineering and Transportation Beijing University of Architecture Beijing 100044
    2 Beijing Construction Civil Engineering Co., Ltd. Beijing 100015
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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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