Lateral Soil-Pipe Interaction in Dry and Partially Saturated Sand
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[1] Nathaniel Olson,et al. Soil Performance For Large Scale Soil-Pipeline Tests , 2009 .
[2] O. C. Zienkiewicz,et al. A novel boundary infinite element , 1983 .
[3] K. Soga,et al. Soil-pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions , 2005 .
[4] Kenichi Soga,et al. SOIL-PIPE-TUNNEL INTERACTION: COMPARISON BETWEEN WINKLER AND ELASTIC CONTINUUM SOLUTIONS , 2004 .
[5] B H Fellenius. THE ANALYSIS OF RESULTS FROM ROUTINE PILE LOAD TESTS , 1980 .
[6] N. Janbu. Soil Compressibility as Determined by Oedometer and Triaxial Tests , 1963 .
[7] Asce,et al. Guidelines for the Seismic Design of Oil and Gas Pipeline Systems , 1984 .
[8] J. M. Duncan,et al. Nonlinear Analysis of Stress and Strain in Soils , 1970 .
[9] Michael J. O'Rouke,et al. Response of buried pipelines subject to earthquake effects , 1999 .
[10] Michael D. Symans,et al. Buried high-density polyethylene pipelines subjected to normal and strike-slip faulting — a centrifuge investigation , 2008 .
[11] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .
[12] Sarah M. Springman,et al. Modelling of soil–structure interaction for a piled bridge abutment in plane strain FEM analyses , 2001 .
[13] Y. Yoshimi,et al. A RING TORSION APPARATUS FOR EVALUATING FRICTION BETWEEN SOIL AND METAL SURFACES , 1981 .
[14] K. Roscoe. THE INFLUENCE OF STRAINS IN SOIL MECHANICS , 1970 .
[15] E. H. Davis,et al. Theories of plasticity and the failure of soil masses , 1968 .
[16] Thomas D. O'Rourke,et al. Large displacement soil-structure interaction test facility for lifelines , 2006 .
[17] Ioannis Vardoulakis,et al. Calibration of constitutive models for granular materials using data from biaxial experiments , 1985 .
[18] Thomas D. O'Rourke,et al. Geohazards and large, geographically distributed systems , 2010 .
[19] Kenichi Soga,et al. Lateral and Upward Soil-Pipeline Interactions in Sand for Deep Embedment Conditions , 2004 .
[20] Douglas J. Nyman,et al. Guidelines for the Seismic Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines , 2002 .
[21] R. A. Jewell,et al. Direct shear tests on reinforced sand , 1987 .
[22] E. Bauer,et al. Polar extension of a hypoplastic model for granular materials with shear localization , 2002 .
[23] H. E. Stewart,et al. Numerical Modeling of Buried HDPE Pipelines Subjected to Normal Faulting: A Case Study , 2013 .
[24] M. F. Bransby,et al. Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments , 2007 .
[25] Jai K. Jung,et al. Verification of the Pipe Depth Dependent Model using a finite element analysis , 2014 .
[26] Matt S Dietz,et al. An improved direct shear apparatus for sand , 2004 .