Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence

[1]  Jorgin Qi Wen Tan,et al.  Estimating the effects of tunnelling on existing jointed pipelines based on Winkler model , 2019, Tunnelling and Underground Space Technology.

[2]  Junjie Wu,et al.  Pipeline–Soil Separation Model for Natural Gas Pipelines Subjected to Parabolic Driving Force , 2019, Journal of Pipeline Systems Engineering and Practice.

[3]  Qian Fang,et al.  Mechanical responses of existing tunnel due to new tunnelling below without clearance , 2018, Tunnelling and Underground Space Technology.

[4]  Chen Xu,et al.  Simplified solution for tunnel-soil-pile interaction in Pasternak’s foundation model , 2018, Tunnelling and Underground Space Technology.

[5]  Martin D. Liu,et al.  Laboratory evaluation of buried high-density polyethylene pipes subjected to localized ground subsidence , 2018, Acta Geotechnica.

[6]  Robert J. Mair,et al.  Monitoring the Behaviour of an Existing Royal Mail Tunnel: London Underground Bond Street Station Upgrade Works , 2017 .

[7]  Junsheng Yang,et al.  Deformation Response of an Existing Tunnel to Upper Excavation of Foundation Pit and Associated Dewatering , 2016 .

[8]  Mehmet Ardiclioglu,et al.  Investigation of seepage effect on river dike’s stability under steady state and transient conditions , 2016 .

[9]  Peng Li,et al.  Timoshenko beam solution for the response of existing tunnels because of tunneling underneath , 2016 .

[10]  D. Froio,et al.  Analytical solution for the elastic bending of beams lying on a variable Winkler support , 2016 .

[11]  J. Zhang,et al.  Numerical Modeling of Mechanical Behavior for Buried Steel Pipelines Crossing Subsidence Strata , 2015, PloS one.

[12]  Weiqing Liu,et al.  Horizontal impedance of pile groups considering shear behavior of multilayered soils , 2014 .

[13]  A. Nobili,et al.  On the stability loss for an Euler beam resting on a tensionless Pasternak foundation , 2014 .

[14]  Jian Yu,et al.  Soil-pipe interaction due to tunnelling: Assessment of Winkler modulus for underground pipelines , 2013 .

[15]  Jian Yu,et al.  Effects of tunnelling on existing pipelines in layered soils , 2012 .

[16]  R. Finno,et al.  Tunnelling effects on lateral behavior of pile rafts in layered soil , 2012 .

[17]  Maosong Huang,et al.  A simplified analysis method for the influence of tunneling on grouped piles , 2009 .

[18]  John Butterworth,et al.  Static analysis of an infinite beam resting on a tensionless Pasternak foundation , 2009 .

[19]  I. Coskun,et al.  Response of a finite beam on a tensionless Pasternak foundation under symmetric and asymmetric loading , 2008 .

[20]  K. Soga,et al.  Soil-pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions , 2005 .

[21]  Hideaki Tanahashi,et al.  FORMULAS FOR AN INFINITELY LONG BERNOULLI-EULER BEAM ON THE PASTERNAK MODEL , 2004 .

[22]  Seung-Hoon Lee,et al.  Two-parameter beam-column model and back analysis for flexible earth retaining walls , 2004 .

[23]  H. Tanahashi PROBABILITY-BASED PREDICTION OF DIFFERENTIAL SETTLEMENTS OF STRUCTURES USING TIMOSHENKO BEAM ON PASTERNAK MODEL , 1994 .

[24]  Arnold D. Kerr,et al.  A study of a new foundation model , 1965 .

[25]  A. B. Vesic,et al.  Bending of Beams Resting on Isotropic Elastic Solid , 1961 .

[26]  R. D. Mindlin Force at a Point in the Interior of a Semi-Infinite Solid , 1936 .

[27]  Feng Yu,et al.  Simplified method for evaluating shield tunnel deformation due to adjacent excavation , 2018 .

[28]  Andrea Franza,et al.  A simplified elastic analysis of tunnel-piled structure interaction , 2017 .

[29]  Alban Kuriqi,et al.  Geotechnical Analysis of Hill’s Slopes Areas in Heritage Town of Berati, Albania , 2016 .

[30]  Taek Soo Jang,et al.  A new semi-analytical approach to large deflections of Bernoulli–Euler-v. Karman beams on a linear elastic foundation: Nonlinear analysis of infinite beams , 2013 .

[31]  Wang Guo-feng,et al.  Application of CRD + Top-bracing Control Technology in Close-attached Under-crossing Engineering , 2013 .

[32]  Jeom Kee Paik,et al.  A new method for the non-linear deflection analysis of an infinite beam resting on a non-linear elastic foundation , 2011 .