Influence of deep foundation pit excavation on surrounding environment: a case study in Nanjing, China

• Autorzy: Ge Chenhe , Yang Meng , Li Pengfei , Zhang Mingju

Identyfikatory

DOI

10.1007/s11600-024-01425-0

• Języki publikacji: EN

Abstrakty

EN

During the construction of deep and large foundation pits in floodplain areas, it is inevitable to cause stratum disturbance and endanger the safety of the surrounding environment. This paper focuses on the influence of deep foundation pit excavation on surrounding environment based on a soft soil deep foundation pit project in Nanjing floodplain area. A series of laboratory tests were conducted to obtain the parameters of the small strain hardening (HSS) model for the typical soil layers. Then PLAXIS 3D software is used to simulate the excavation process of the foundation pit. On the basis of field measurement and numerical model, the deformation characteristics of deep foundation pit and surrounding environment are analyzed. The HSS model and the appropriate model parameters can effectively simulate the deformation behavior during the excavation of the foundation pit. Aiming at the problem of excessive deformation of foundation pit and surrounding pipelines, the reinforcement effect of reinforced soil in active and passive areas under different reinforcement parameters is analyzed. The optimal reinforcement width and depth should be determined after reasonable analysis to obtain the best economic benefits.

Słowa kluczowe

EN

deep foundation pit; HSS model; floodplain area; stratum deformation; control analysis

PL

głęboki wykop fundamentowy; model HSS; teren zalewowy; deformacja warstwy gruntowej; analiza kontrolna

• Wydawca: Instytut Geofizyki PAN ; Springer
• Czasopismo: Acta Geophysica
• Rocznik: 2025
• Tom: Vol. 73, no. 1
• Strony: 495--516
• Opis fizyczny: Bibliogr. 34 poz.

Twórcy

autor

Ge Chenhe

• Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China

• https://orcid.org/0000-0003-0518-2803

autor

Yang Meng

• China Construction Second Engineering Bureau LTD, Beijing 100070, China
• The Third Construction Engineering Company LTD. of China, Construction Second Engineering Bureau, Beijing 100070, China

autor

Li Pengfei

• Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China

autor

Zhang Mingju

• Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).