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Effects of excavation support of deep and large foundation pit on gravel stratum on adjacent existing road
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Yanhui GUO1, Rui MA1, Shilin MAO2, Yong QIAN2, Mingzhong DING2, Qin SONG2
China Safety Science Journal | 2025, 35(1) : 94 - 102
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China Safety Science Journal | 2025, 35(1): 94-102
Safety engineering technology
Effects of excavation support of deep and large foundation pit on gravel stratum on adjacent existing road
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Yanhui GUO1, Rui MA1, Shilin MAO2, Yong QIAN2, Mingzhong DING2, Qin SONG2
Affiliations
  • 1 Faculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming Yunan 650093, China
  • 2 Yunnan Construction Investment No.6 Construction Co., Ltd., Yuxi Yunnan 653199, China
Published: 2025-01-28 doi: 10.16265/j.cnki.issn1003-3033.2025.01.0025
Outline
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To prevent accidents and disasters, such as the collapse of existing roads nearby, caused by deep and large foundation pit excavation and support, it is necessary to ensure the safe operation of adjacent roads during the construction of deep and large foundation pits. Taking a deep and large foundation pit project near a city trunk road in Kunming as an example, on the basis of in-depth research at the site, the three-dimensional finite element numerical simulation software-new eXperience of GeoTechnical analysis system(MIDAS GTS NX) is used for simulation and calculation, and combined with on-site monitoring, to analyse the force and deformation characteristics of the foundation pit support structure and the deformation characteristics of the adjacent existing road under the existing excavation and support scheme. The study results indicated that the forces and deformations of the supporting piles and anchor cables were within design limits after the foundation pit excavation and support were complete. The displacement near the existing road increased with the increase of pit excavation depth, and become stable after the excavation was completed. The maximum deformation of the existing road occurred at a position 2.5 times the excavation depth from the foundation pit boundary. Furthermore, the deformation did not reach the alarm threshold for road displacement caused by foundation pit excavation. Thus, the existing support scheme can ensure the safety of both the foundation pit and the adjacent road.

rounded gravel stratum  /  deep and large foundation pit  /  excavation support  /  existing road  /  deformation impact  /  site monitoring
Yanhui GUO, Rui MA, Shilin MAO, Yong QIAN, Mingzhong DING, Qin SONG. Effects of excavation support of deep and large foundation pit on gravel stratum on adjacent existing road[J]. China Safety Science Journal, 2025 , 35 (1) : 94 -102 . DOI: 10.16265/j.cnki.issn1003-3033.2025.01.0025
Year 2025 volume 35 Issue 1
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2025.01.0025
  • Receive Date:2024-08-11
  • Online Date:2025-07-05
  • Published:2025-01-28
Article Data
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History
  • Received:2024-08-11
  • Revised:2024-10-14
Funding
Affiliations
    1 Faculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming Yunan 650093, China
    2 Yunnan Construction Investment No.6 Construction Co., Ltd., Yuxi Yunnan 653199, 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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