设计、施工、监测

基于GAN网络的地下连续墙加内支撑智能设计算法

  • 周润生 ,
  • 徐明 ,
  • 周文轩
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  • 清华大学 土木工程系,北京 100084
周润生(2000—),男,广州人,博士生,主要从事岩土工程智能化研究工作。E-mail: zrs22@mails.tsinghua.edu.cn
徐明(1974—),男,湖北孝感人,博士,副教授、博士生导师,主要从事岩土力学和地下工程的教学及研究工作。E-mail: mingxu@mail.tsinghua.edu.cn

收稿日期: 2025-03-26

  网络出版日期: 2026-03-03

基金资助

国家自然科学基金(42577179);国家重点研发计划(2024YFB2605600)

A GAN-Based Intelligent Design Algorithm for Diaphragm Wall with Inner Supports

  • Zhou Runsheng ,
  • Xu Ming ,
  • Zhou Wenxuan
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  • Department of Civil Engineering, Tsinghua University, Beijing 100084, P.R. China

Received date: 2025-03-26

  Online published: 2026-03-03

摘要

人工智能算法与工程设计相结合是土木工程未来发展方向之一。本文提出一种基于生成对抗网络(GAN)的智能设计算法DESDWGAN,第一次实现利用人工智能生成地下连续墙加内支撑基坑支护初步设计方案。该算法首先定义了一套完整的岩、土和支护结构与颜色的映射关系,将基坑开挖剖面图和基坑支护方案剖面图映射为语义分割图。其次,设计了智能设计算法的结构并构建了相应的损失函数,其核心包括一个由深度卷积神经网络构成的生成器网络和判别器网络,通过迭代中两者不断的对抗从而逐步提高生成设计图与真实设计图的相似度。最后,基于已有工程实例的数据集对该算法进行训练和测试,得到了模型迭代次数、Huber损失函数和墙深损失函数权重对训练结果的影响,并对比分析了该算法在测试集不同地层剖面上智能设计结果与真实设计结果的异同。DESDWGAN算法经过训练,能够学习已有工程设计背后的规律,进而能够对全新工况完成设计,表明该算法已经初步具备地下连续墙基坑—内支撑支护方案的智能设计能力。

本文引用格式

周润生 , 徐明 , 周文轩 . 基于GAN网络的地下连续墙加内支撑智能设计算法[J]. 地下空间与工程学报, 2026 , 22(1) : 219 -229 . DOI: 10.20174/j.JUSE.2026.01.23

Abstract

The integration of artificial intelligence with engineering design is one of the future directions of civil engineering. Thus, a generative adversarial network (GAN) based intelligent design algorithm DESDWGAN is proposed, which for the first time enables the use of artificial intelligence to generate preliminary design schemes for diaphragm walls with inner support. The algorithm first defines a complete set of mapping relationships between rock, soil, supporting structures, and colors, mapping the sectional drawings of foundation pits and support into semantic segmentation images. Secondly, the structure of the algorithm is designed and the loss function is constructed. Its core consists of a generator and a discriminator network composed of deep convolutional neural network. Through the confrontation, the similarity between the generated design and the real design is gradually improved. Finally, the algorithm is trained and tested based on the data set of real examples, with the influence of iteration times, Huber and wall length loss function weight being observed. The similarities and differences between the intelligent design and the real design on the test dataset are also analyzed. After training, the DESDWGAN is capable of capturing the patterns of existing designs, and can complete new designs for different conditions. It can be considered that the algorithm has preliminarily formed intelligent design capabilities for diaphragm wall with inner supports.

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