Experimental and Numerical Analyses for Earth Pressure Distribution on High-Filled Cut-and-Cover Tunnels

[1]  A. Zafar,et al.  Credentialing Organizations , 2022, The Neurodiagnostic journal.

[2]  I. Ho,et al.  Coupled Effect of Cross-Sectional Shape and Load Reduction on High-Filled Cut-and-Cover Tunnels Considering Soil–Structure Interaction , 2020 .

[3]  I. Ho,et al.  Coupled Effect of Expanded Polystyrene and Geogrid on Load Reduction for High-Filled Cut-and-Cover Tunnels Using the Discrete-Element Method , 2020 .

[4]  I. Ho,et al.  Method to Estimate Lateral Earth Pressure on High-Filled Cut-and-Cover Tunnels , 2020, KSCE Journal of Civil Engineering.

[5]  I. Ho,et al.  Load reduction on high-filled cut-and-cover tunnel using discrete element method , 2019, Computers and Geotechnics.

[6]  Timon Rabczuk,et al.  Phase field modeling of brittle compressive-shear fractures in rock-like materials: A new driving force and a hybrid formulation , 2019, Computer Methods in Applied Mechanics and Engineering.

[7]  I. Ho,et al.  Modification of Vertical Earth Pressure Formulas for High Fill Cut-and-Cover Tunnels Using Experimental and Numerical Methods , 2019, Mathematical Problems in Engineering.

[8]  Timon Rabczuk,et al.  Phase-field modeling of fluid-driven dynamic cracking in porous media , 2019, Computer Methods in Applied Mechanics and Engineering.

[9]  Timon Rabczuk,et al.  Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies , 2018, Adv. Eng. Softw..

[10]  Hehua Zhu,et al.  Phase field modelling of crack propagation, branching and coalescence in rocks , 2018, Theoretical and Applied Fracture Mechanics.

[11]  Timon Rabczuk,et al.  A phase-field modeling approach of fracture propagation in poroelastic media , 2018, Engineering Geology.

[12]  Mohamed A. Meguid,et al.  Investigation of soil-geosynthetic-structure interaction associated with induced trench installation , 2017 .

[13]  Neil A. Hoult,et al.  Superstructure–foundation interaction in multi-objective pile group optimization considering settlement response , 2017 .

[14]  Yi Hong,et al.  Effect of consolidation on responses of a single pile subjected to lateral soil movement , 2015 .

[15]  J ValsangkarArun,et al.  Earth pressures exerted on an induced trench cast-in-place double-cell rectangular box culvert , 2012 .

[16]  Sung-Ryul Kim,et al.  Equivalent head-down load vs. Movement relationships evaluated from bi-directional pile load tests , 2012 .

[17]  Hui Su,et al.  Comparative Analysis on Neutral Point Distribution in Rigid Pile Composite Foundation on Collapsible Loess in High Speed Railway , 2011 .

[18]  Tommy C. Hopkins,et al.  Long-Term Monitoring of Culvert Load Reduction Using an Imperfect Ditch Backfilled with Geofoam , 2011 .

[19]  Arun J. Valsangkar,et al.  Earth pressures on twin positive projecting and induced trench box culverts under high embankments , 2011 .

[20]  Benjamin L. McGuiganB.L. McGuigan,et al.  Centrifuge testing and numerical analysis of box culverts installed in induced trenches , 2010 .

[21]  Arun J. Valsangkar,et al.  Field performance, centrifuge testing, and numerical modelling of an induced trench installation , 2008 .

[22]  Chai H. Yoo,et al.  Soil-structure interaction and imperfect trench installations for deeply buried concrete pipes , 2007 .

[23]  Bengt H. Fellenius,et al.  Results from long-term measurement in piles of drag load and downdrag , 2006 .

[24]  Hemanta Hazarika,et al.  Stress–strain modeling of EPS geofoam for large-strain applications , 2006 .

[25]  Rp McAffee,et al.  Geotechnical Properties of Compressible Materials Used for Induced Trench Construction , 2004 .

[26]  John S. Horvath,et al.  The compressible inclusion function of EPS geofoam , 1997 .

[27]  J. A. Sladen,et al.  The induced trench method—a critical review and case history , 1988 .

[28]  Tommy C. Hopkins,et al.  REDUCTION OF STRESSES ON BURIED RIGID HIGHWAY STRUCTURES USING THE IMPERFECT DITCH METHOD AND EXPANDED POLYSTYRENE (GEOFOAM) , 2009 .

[29]  Zhang Wei-bing,et al.  Field Test and Numerical Simulation Study on the Load-reducing Effect of EPS on the Highly Filled Culvert , 2006 .

[30]  Chai H. Yoo,et al.  Design Loading on Deeply Buried Box Culverts , 2005 .

[31]  Wang Xing-ping,et al.  Experimental study on reducing-load measurement using EPS of culvert under high-stacked soil , 2005 .

[32]  N. S. D. Liedberg.  Load Reduction on a Rigid Pipe: Pilot Study of a Soft Cushion Installation , 1997 .

[33]  John S. Horvath,et al.  THE COMPRESSIBLE INCLUSION FUNCTION OF EPS GEOFOAM: AN OVERVIEW , 1996 .

[34]  Jan Vaslestad,et al.  LOAD REDUCTION ON RIGID CULVERTS BENEATH HIGH FILLS: LONG-TERM BEHAVIOR , 1993 .

[35]  M G Spangler,et al.  INDUCED-TRENCH METHOD OF CULVERT INSTALLATION , 1973 .

[36]  N G Larsen,et al.  A PRACTICAL METHOD FOR CONSTRUCTING RIGID CONDUITS UNDER HIGH FILLS , 1962 .

[37]  M G Spangler,et al.  FIELD MEASUREMENTS OF THE SETTLEMENT RATIOS OF VARIOUS HIGHWAY CULVERTS , 1950 .

[38]  A Marston,et al.  THE THEORY OF EXTERNAL LOADS ON CLOSED CONDUITS IN THE LIGHT OF THE LATEST EXPERIMENTS , 1930 .