Reply to Discussion on ‘Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles”

被引：0
|
作者：
Zhang Z.-G. [1 ]
Jiang Y.-J. [1 ]
Xu C. [1 ]
Gong J.-F. [2 ]
机构：
[1] School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai
[2] China Academy of Building Research, Beijing
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2018年 / 40卷 / 07期
关键词：
D O I：
10.11779/CJGE201807026
中图分类号：
学科分类号：
摘要：
[No abstract available]
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  • [1] Zhang Z.-G., Xu C., Gong J.-F., Influence of tunneling on deflection of adjacent piles considering shearing deformation of foundation and 3D effects of lateral soils beside piles, Chinese Journal of Geotechnical Engineering, 38, 5, pp. 846-856, (2016)
  • [2] Vesic A.S., Bending of beams resting on isotropic elastic solid, Journal of Soil Mechanics and Foundation Engineering, ASCE, 87, 2, pp. 35-53, (1961)
  • [3] Goh A.T.C., Teh C.I., Wong K.S., Analysis of piles subjected to embankment induced lateral soil movements, Journal of Geotechnical and Geoenvironmental Engineering, 123, 9, pp. 792-801, (1997)
  • [4] Tanahashi H., Formulas for an infinitely long Bernoulli-Euler beam on the Pasternak model, Journal of the Japanese Geotechnical Society Soils and Foundation, 44, 5, pp. 109-118, (2004)
  • [5] Liang F.-Y., Li Y.-C., Huang M.-S., Simplified method for laterally loaded piles based on Pasternak double-parameter spring model for foundations, Chinese Journal of Geotechnical Engineering, 35, pp. 300-304, (2013)
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