考虑各向异性对软土隧道沉降的影响
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Effect of Considering Anisotropy on the Settlement of Tunnel in Soft Soil
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    摘要:

    采用不同本构模型对盾构开挖第4阶段的沉降进行了模拟,模型分别为考虑各向异性的本构模型(EVP-SCLAY1模型)和各向同性模型(MC模型和MCC模型),将这3个模型的计算结果与实测数据之间进行了对比,结果显示,在模拟盾构开挖引起的沉降范围以及地表沉降时,各向异性模型模拟结果与实测结果更加吻合,而MC模型预测结果最差。

    Abstract:

    Using different constitutive model to simulate the settlement of the fourth stage of shield excavation respectively,the models used were the anisotropic constitutive model(EVP-SCLAY1 model) and the isotropic models(MC model and MCC model),then the results with the three models and the measured datas were compared.The results show that the simulation result with the anisotropic model is more consistent with the measured results in simulating the settlement rang and surface settlement of shield excavation,and MC model prediction results are the worst.

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张浩,王建华,尹振宇,朱雁飞.考虑各向异性对软土隧道沉降的影响[J].土木与环境工程学报(中英文),2013,35(Z1):96-99. Zhang Hao, Wang Jianhua, Yin Zhenyu, Zhu Yanfei. Effect of Considering Anisotropy on the Settlement of Tunnel in Soft Soil[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(Z1):96-99.[doi]

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  • 在线发布日期: 2013-07-16
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