Journal of Jilin University(Engineering and Technology Edition) ›› 2018, Vol. 48 ›› Issue (5): 1411-1417.doi: 10.13229/j.cnki.jdxbgxb20170331
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GONG Ya-feng, WANG Bo, WEI Hai-bin, HE Zi-heng, HE Yu-long, SHEN Yang-fan
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| [1] 陈鹏,杨小礼,黄阜.浅谈三孔隧道围岩位移分析研究[J]. 铁道科学与工程学报,2011,8(1):87-90. Chen Peng, Yang Xiao-li, Huang Fu.Analytical solutions of surrounding displacement fields in shallow three tunnels[J]. Journal of Railway Science and Engineering,2011,8(1):87-90. [2] 乔金丽,范永利,刘波,等.基于改进BP网络的盾构隧道开挖地表沉降预测[J]. 地下空间与工程学报, 2012,8(2):352-357. Qiao Jin-li, Fan Yong-li, Liu Bo, et al.Predicting the surface settlement by shield tunneling based on modified BP network[J].Chinese Journal of Underground Space and Engineering, 2012,8(2):352-357. [3] Peck R B.Deep excavations and tunneling in soft ground[C]∥Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering,Mexico,1969:225-290. [4] Chapman D N, Ahn S K, Hunt D V L. Inerstigating ground movements caused by the construction of multiple tunnels in soft ground using laboratory model tests[J].Canadian Geotechnical Journal, 2007, 12(44):631-643. [5] 孙兵, 仇文革. 双孔盾构隧道地表位移离心机模型试验研究[J]. 铁道建筑, 2010(2):38-41. Sun Bing, Qiu Wen-ge.Centrifuge model test on surface displacement of double shield tunnel[J]. Railway Engineering, 2010(2):38-41. [6] 李宗梁,银鸽.盾构施工引起地面沉降的双子神经网络预测[J].地下空间与工程学报,2014,10(1):191-205. Li Zong-liang, Yin Ge.Application of artificial neural network with two subnets for predication of ground settlement during shield construction[J].Chinese Journal of Underground Space and Engineering,2014,10(1):191-205. [7] 马可栓. 盾构施工引起地基移动与近邻建筑保护研究[D].武汉:华中科技大学土木工程与力学学院,2008. Ma Ke-shuan.Research on construnction of the ground motion and the close neighbor building caused by the shield construction[D].Wuhan:School of Civil Engineering & Mechanics, Huazhong University of Science and Technology,2008. [8] 陈春来,赵城丽,魏纲,等. 基于Peck公式的双线盾构引起的土体沉降预测[J]. 岩土力学,2014(8):2212-2218. Chen Chun-lai, Zhao Cheng-li, Wei Gang, et al.Prediction of soil settlement induced by double-line shield tunnel based on Peck formula[J].Rock and Soil Mechanics,2014(8):2212-2218. |
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