Automated design framework for excavation retaining structures: Extending IFC standards and integrating BIM with geotechnical simulation

Qiwei Wan , Yuyuan Zhu , Haibin Ding , Wentao Hu , Changjie Xu

Underground Space ›› 2025, Vol. 24 ›› Issue (5) : 261 -282.

PDF (6185KB)
Underground Space ›› 2025, Vol. 24 ›› Issue (5) : 261 -282. DOI: 10.1016/j.undsp.2025.04.007
Research article
research-article

Automated design framework for excavation retaining structures: Extending IFC standards and integrating BIM with geotechnical simulation

Author information +
History +
PDF (6185KB)

Abstract

Challenges arise in automate design with building information modeling (BIM) in underground space. Industry foundation classes (IFC) standard lacks detailed entity objects for describing excavation retaining structures and geological information, and automated design based on BIM models is not yet for practical application. This study presents a novel automated framework. It integrates the extended IFC standard with mechanical analysis and BIM modeling, significantly advancing structural optimization and rebar detailing. Direct 3D model generation streamlines complex excavation projects, aligning with the trend towards automated, precision-driven design. Key contributions include: (1) the extension of the IFC standard to support excavation retaining structures with objects like IfcBracedPit and IfcPitWall, improving interoperability between geotechnical models and BIM systems; (2) the integration of heuristic algorithms for automated optimization of deformation control parameters, reducing manual intervention; and (3) the promotion of design methodology that bypasses two-dimensional modeling and directly generates three-dimensional models, enhancing efficiency and allowing engineers to focus on high-level decision-making. However, the framework is primarily suited for standard cross-section projects like subway stations and tunnels. Future work will focus on refining the framework for more complex geotechnical projects, addressing software independence and improving design robustness and independence.

Keywords

Automated building information model framework / Automatic foundation pit design / Deformation control / Automatic reinforcement detailing / Underground engineering automation

Cite this article

Download citation ▾
Qiwei Wan, Yuyuan Zhu, Haibin Ding, Wentao Hu, Changjie Xu. Automated design framework for excavation retaining structures: Extending IFC standards and integrating BIM with geotechnical simulation. Underground Space, 2025, 24(5): 261-282 DOI:10.1016/j.undsp.2025.04.007

登录浏览全文

4963

注册一个新账户 忘记密码

Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

CRediT authorship contribution statement

Qiwei Wan: Project administration, Conceptualization, Writing - review & editing, Software, Methodology, Writing - original draft. Yuyuan Zhu: Writing - review & editing, Formal analysis, Validation, Data curation. Haibin Ding: Software, Writing - review & editing, Investigation, Data curation. Wentao Hu: Writing - review & editing, Formal analysis, Validation. Changjie Xu: Supervision, Writing - review & editing, Funding acquisition.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

This work was supported by the National Key R&D Program of China (Grant No. 2023YFC3009400), National Natural Science Foundation of China (Grant Nos. 52238009, 52208344, and 52278350), Natural Science Foundation of Jiangxi Province (Grant No. 20223BBG71018), and the Innovation Fund of Jiangxi Province for Postgraduate (Grant No. YC2024-B196).

References

[1]

BuildingSMART International. (2024). IFC 4.3.2 Documentation. IFC 432 Doc. URL https://ifc43-docs.standards.buildingsmart.org/ (accessed 2.10.25).

[2]

BuildingSMART International. (2020). IFC-Tunnel Project - Requirements analysis report (Technical Report No. v1.0-2020-07-31).

[3]

Chen Z. H., Deng Z., Chong A., & Chen Y. X. (2023). AutoBPS-BIM: A toolkit to transfer BIM to BEM for load calculation and chiller design optimization. Building Simulation, 16, 1287-1298.

[4]

China Academy of Building Research. 2012 JGJ 120-2012: Technical specification for retaining and protection of building foundation excavations. China Architecture & Building Press. (in Chinese).

[5]

Delavar M., Bitsuamlak G. T., Dickinson J. K., & Costa L. M. F. (2020). Automated BIM-based process for wind engineering design collaboration. Building Simulation, 13, 457-474.

[6]

Fabozzi S., Biancardo S. A., Veropalumbo R., & Bilotta E. (2021). IBIM based approach for geotechnical and numerical modelling of a conventional tunnel excavation. Tunnelling and Underground Space Technology, 108, 103723.

[7]

Napa-Garcia G. F., Camara T. R., & Navarro Torres V. F. (2019). Optimization of room-and-pillar dimensions using automated numerical models. International Journal of Mining Science and Technology, 29 (5), 797-801.

[8]

Gong H. F., Su D., Zeng S. Q., & Chen X. S. (2024). Advancements in digital twin modeling for underground spaces and lightweight geometric modeling technologies. Automation in Construction, 165, 105578.

[9]

Hegemann F., Stascheit J., & Maidl U. (2020). As-built documentation of segmental lining rings in the BIM representation of tunnels. Tunnelling and Underground Space Technology, 106, 103582.

[10]

Huang M. Q., Zhu H. M., Ninic J., & Zhang Q. B. (2022). Multi-LOD BIM for underground metro station: Interoperability and design-todesign enhancement. Tunnelling and Underground Space Technology, 119, 104232.

[11]

Huymajer M., Paskaleva G., Wenighofer R., Huemer C., & MazakHuemer A. (2024). IFC concepts in the execution phase of conventional tunneling projects. Tunnelling and Underground Space Technology, 143, 105368.

[12]

Koch C., Vonthron A., & König M. (2017). A tunnel information modelling framework to support management, simulations and visualisations in mechanised tunnelling projects. Automation in Construction, 83, 78-90.

[13]

Li H., Chen W. Z., Tan X. J., & Chen E. Y. (2022). Digital design and stability simulation for large underground powerhouse caverns with parametric model based on BIM-based framework. Tunnelling and Underground Space Technology, 123, 104375.

[14]

Li T., Li X. J., Rui Y., Ling J. X., Zhao S. C., & Zhu H. H. (2024). Digital twin for intelligent tunnel construction. Automation in Construction, 158, 105210.

[15]

Li W. J., Li S. Y., Lin Z. Y., & Li Q. (2021). Information modeling of mine working based on BIM technology. Tunnelling and Underground Space Technology, 115, 103978.

[16]

Liao W. J., Lu X. Z., Huang Y. L., Zheng Z., & Lin Y. Q. (2021). Automated structural design of shear wall residential buildings using generative adversarial networks. Automation in Construction, 132, 103931.

[17]

Lin Y. H., Liu Y. S., Gao G., Han X. G., Lai C. Y., & Gu M. (2013). The IFC-based path planning for 3D indoor spaces. Advanced Engineering Informatics, 27(2), 189-205.

[18]

Ling J. X., Li X. J., Li H. J., Shen Y., Rui Y., & Zhu H. H. (2022). Data acquisition-interpretation-aggregation for dynamic design of rock tunnel support. Automation in Construction, 143, 104577.

[19]

Liu L., Li B. F., Zlatanova S., & van Oosterom P. (2021). Indoor navigation supported by the industry foundation classes (IFC): A survey. Automation in Construction, 121, 103436.

[20]

Liu Z. S., Li H., Liu Y., Wang J. C., Tafsirojjaman T., & Shi G. L. (2022). A novel numerical approach and experimental study to evaluate the effect of component failure on spoke-wheel cable structure. Journal of Building Engineering, 61, 105268.

[21]

Ninić J., Gamra A., & Ghiassi B. (2024). Real-time assessment of tunnelling-induced damage to structures within the building information modelling framework. Underground Space, 14, 99-117.

[22]

Pizarro P. N., & Massone L. M. (2021). Structural design of reinforced concrete buildings based on deep neural networks. Engineering Structures, 241, 112377.

[23]

Providakis S., Rogers C. D. F., & Chapman D. N. (2019). Predictions of settlement risk induced by tunnelling using BIM and 3D visualization tools. Tunnelling and Underground Space Technology, 92, 103049.

[24]

Pu H., Fan X. M., Schonfeld P., Li W., Zhang W., Wei F. H., Wang P., & Li C. H. (2022). Extending IFC for multi-component subgrade modeling in a railway station. Automation in Construction, 141, 104433.

[25]

Sanhudo L., Ramos N. M. M., Martins J. P., Almeida R. M. S. F., Barreira E., Lurdes Simões M., & Cardoso V. (2018). Building information modeling for energy retrofitting - A review. Renewable and Sustainable Energy Reviews, 89, 249-260.

[26]

Sharafat A., Khan M. S., Latif K., & Seo J. (2020). BIM-based tunnel information modeling framework for visualization, management, and simulation of drill-and-blast tunneling projects. Journal of Computing in Civil Engineering, 35(2), 04020068.

[27]

Shi C., & Wang Y. (2022). Data-driven construction of Threedimensional subsurface geological models from limited Site-specific boreholes and prior geological knowledge for underground digital twin. Tunnelling and Underground Space Technology, 126, 104493.

[28]

Wan Q. W., Xu C. J., Wang X. Y., Ding H. B., & Fan X. Z. (2025). Automated inverse design of asymmetric excavation retaining structures using multi-objective optimization. Journal of Rock Mechanics and Geotechnical Engineering (In Press).

[29]

Wang G. B., & Zhang Z. J. (2021). BIM implementation in handover management for underground rail transit project: A case study approach. Tunnelling and Underground Space Technology, 108, 103684.

[30]

Wang M. Z., Deng Y. C., Won J. S., & Cheng J. C. P. (2019). An integrated underground utility management and decision support based on BIM and GIS. Automation in Construction, 107, 102931.

[31]

Wu H. Y., Zhu Q., Guo Y. X., Zheng W. P., Zhang L. G., Wang Q., Zhou R. F., Ding Y. L., Wang W., Pirasteh S., & Liu M. W. (2022). Multi-level voxel representations for digital twin models of tunnel geological environment. International Journal of Applied Earth Observation and Geoinformation, 112, 102887.

[32]

Wu J. M., Chen J., Chen G. L., Wu Z., Zhong Y., Chen B., Ke W. H., & Huang J. H. (2021). Development of data integration and sharing for geotechnical engineering information modeling based on IFC. Advances in Civil Engineering, 2021(1), 8884864.

[33]

Xie P., Zhang R. J., Zheng J. J., & Li Z. Q. (2022). Probabilistic analysis of subway station excavation based on BIM-RF integrated technology. Automation in Construction, 135, 104114.

[34]

Zhang J., Chen H. Z., Huang H. W., & Luo Z. (2015). Efficient response surface method for practical geotechnical reliability analysis. Computers and Geotechnics, 69, 496-505.

[35]

Zhang J., Zheng Z., Cai Y. C., Li N., & Zhang D. M. (2019). A FORM-based approach for probabilistic analysis in geotechnics: Application to a reinforced concrete drainage culvert. International Journal for Numerical and Analytical Methods in Geomechanics, 43(12), 2090-2105.

[36]

Zhou Y., Wang Y., Ding L. Y., & Love P. E. D. (2018). Utilizing IFC for shield segment assembly in underground tunneling. Automation in Construction, 93, 178-191.

[37]

Zhu J. X., & Wu P. (2021). A common approach to geo-referencing building models in industry foundation classes for BIM/GIS integration. ISPRS International Journal of GEO-Information, 10(6), 362.

AI Summary AI Mindmap
PDF (6185KB)

341

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/