Predicting frost heave in soil-water systems using the generalized regression neural network optimized with particle swarm optimization algorithm

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL
Honghong Cai , Chong Wang , Ziqiang Ma , Fanshuo Meng , Zhikun Lin , Junping Ren , Shuangyang Li
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引用次数: 0

Abstract

Frost heave poses a serious hazard to geotechnical engineering. However, conventional experimental and theoretical methods, which have limitations in accurately describing the deformation behavior of soils during frost heave, struggle due to the nonlinear and uncertain nature of the process. For this reason, the study leverages the advantages of the Generalized Regression Neural Network (GRNN) in handling nonlinear problems and small sample datasets. The structure of the GRNN model is further optimized using the Particle Swarm Optimization algorithm (PSO) and K-fold Cross Validation (K). The input variables for the model include water content (W), temperature (T), dry density (ρ), and plasticity index (Ip) under various working conditions. The frost heave rate (η) is considered as the output variable. Meanwhile, the model also considers the effects of both one-factor and two-factor interactions among the input variables on frost heave behaviors. Finally, a prediction model for η based on the K-PSO-GRNN is established. The results demonstrate that the K-PSO-GRNN model exhibits greater robustness and stability in predicting η compared to PSO-GRNN and GRNN (R2 = 0.94, MAE = 0.14), and the prediction residuals for η range from 0 to 0.4. Among these variables, W has the most significant influence on η, followed by T, ρ, and Ip. Moreover, both ρ and Ip have significant interactions with T and have a notable impact on the soil's frost heave behavior. At high ρ, the soil shows reduced sensitivity to frost heave in response to changes in T, while at high Ip, the soil becomes more sensitive to frost heave with changes in T. η generally shows a positive correlation with W and ρ, and a negative correlation with T. The aforementioned K-PSO-GRNN model can be utilized for predicting η, which is valuable in forecasting non-uniform deformation hazards caused by frost heave and studying preventive measures.

利用粒子群优化算法优化的广义回归神经网络预测水土系统中的冻胀现象
冻胀对岩土工程造成严重危害。然而,由于冻胀过程的非线性和不确定性,传统的实验和理论方法在准确描述冻胀过程中土壤的变形行为方面存在局限性。因此,本研究利用了广义回归神经网络(GRNN)在处理非线性问题和小样本数据集方面的优势。利用粒子群优化算法(PSO)和 K 倍交叉验证(K)进一步优化了 GRNN 模型的结构。模型的输入变量包括各种工况下的含水量(W)、温度(T)、干密度(ρ)和塑性指数(Ip)。冻胀率 (η) 被视为输出变量。同时,该模型还考虑了输入变量之间的单因素和双因素相互作用对冻胀行为的影响。最后,建立了基于 K-PSO-GRNN 的 η 预测模型。结果表明,与 PSO-GRNN 和 GRNN 相比,K-PSO-GRNN 模型在预测 η 方面表现出更高的鲁棒性和稳定性(R2 = 0.94,MAE = 0.14),且 η 的预测残差范围在 0 到 0.4 之间。在这些变量中,W 对 η 的影响最大,其次是 T、ρ 和 Ip。此外,ρ 和 Ip 与 T 有明显的相互作用,对土壤的冻胀行为有显著影响。η一般与 W 和 ρ 呈正相关,与 T 呈负相关。上述 K-PSO-GRNN 模型可用于预测η,这对预测冻浪引起的非均匀变形危害和研究预防措施很有价值。
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来源期刊
Cold Regions Science and Technology
Cold Regions Science and Technology 工程技术-地球科学综合
CiteScore
7.40
自引率
12.20%
发文量
209
审稿时长
4.9 months
期刊介绍: Cold Regions Science and Technology is an international journal dealing with the science and technical problems of cold environments in both the polar regions and more temperate locations. It includes fundamental aspects of cryospheric sciences which have applications for cold regions problems as well as engineering topics which relate to the cryosphere. Emphasis is given to applied science with broad coverage of the physical and mechanical aspects of ice (including glaciers and sea ice), snow and snow avalanches, ice-water systems, ice-bonded soils and permafrost. Relevant aspects of Earth science, materials science, offshore and river ice engineering are also of primary interest. These include icing of ships and structures as well as trafficability in cold environments. Technological advances for cold regions in research, development, and engineering practice are relevant to the journal. Theoretical papers must include a detailed discussion of the potential application of the theory to address cold regions problems. The journal serves a wide range of specialists, providing a medium for interdisciplinary communication and a convenient source of reference.
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