1 |
DeJong, J. T., Burrall, M., Wilson, D. W., and Frost, J. D. (2017), "A Bio-Inspired Perspective for Geotechnical Engineering Innovation", Geotechnical Frontiers 2017, pp.862-870.
|
2 |
Hong, Y.-H., Byun, Y.-H., Chae, J.-G., and Lee, J.-S. (2015), "Shear Behavior of Sands Depending on Shear Box Type in Direct Shear Test", Journal of the Korean Geotechnical Society, Vol.31, No.3, pp.51-62.
DOI
|
3 |
Martinez, A., DeJong, J. T., Jaeger, R. A., and Khosravi, A. (2020), "Evaluation of Self-penetration Potential of a Bio-inspired Site Characterization Probe by Cavity Expansion Analysis", Canadian Geotechnical Journal, Vol.57, No.5, pp.706-716.
DOI
|
4 |
Shibuya, S., Koseki, J., and Kawaguchi, T. (2005), "Recent Developments in Deformation and Strength Testing of Geomaterials", Deformation Characteristics of Geomaterials: Recent Investigations and Prospects, pp.3-26.
|
5 |
ASTM Standard D 3080-04. (2004), Standard test method for direct shear test under consolidated drained condition, Annual Book of ASTM Standard, Vol.04.08, ASTM International, West Conshohocken, PA.
|
6 |
Bae, J., Lee, J., Shin, S., and Kim, D. (2020), "Analysis of Vertical and Horizontal Behavior of Helical Piles in Sands Varying Helix Shapes and Locations", Journal of the Korean Society of Civil Engineers, Vol.40, No.4, pp.393-400.
DOI
|
7 |
Kim, B.-S., Shibuya, S., Park, S.-W., and Kato, S. (2012), "Effect of Opening on the Shear behavior of Granular Materials in Direct Shear Test", KSCE Journal of Civil Engineering, Vol.16, No.7, pp.1132-1142.
DOI
|
8 |
Bak, J., Lee, K., Choi , B.-H., and Ki m, D. (2019), "Numeri cal Analysis of Helical Pile Behavior Varying Number and Diameter of Helices", Journal of the Korean Society of Civil Engeneers, Vol.39, No.1, pp.211-217.
|
9 |
Elkasabgy, M. and El Naggar, M. H. (2014), "Axial Compressive Response of Large-capacity Helical and Driven Steel Piles in Cohesive Soil", Canadian Geotechnical Journal, Vol.52, No.2, pp.224-243.
DOI
|
10 |
Elsherbiny, Z. H. and El Naggar, M. H. (2013), "Axial Compressive Capacity of Helical Piles from Field Tests and Numerical Study", Canadian Geotechnical Journal, Vol.50, No.12, pp.1191-1203.
DOI
|
11 |
Lee, D., Na, K., Lee, W., Kim, H.-N., and Choi, H. (2014), "Applicability of Bi-directional Load Test for Evaluating Bearing Capacity of Helical Piles", Journal of Korean Geosynthetics Society, Vol.13, No.4, pp.77-85.
DOI
|
12 |
Takada, N. (1993), "Mikasa's Direct Shear Apparatus, Test Procedures and Results", Geotechnical Testing Journal, Vol.16, No.3, pp.314-322.
DOI
|
13 |
Martinez, A., Palumbo, S., and Todd Brian, D. (2019), "Bioinspiration for Anisotropic Load Transfer at Soil-Structure Interfaces", Journal of Geotechnical and Geoenvironmental Engineering, Vol.145, No.10, 04019074.
DOI
|
14 |
Martinez, A., DeJong, J., Akin, I., Aleali, A., Arson, C., Atkinson, J., Bandini, P., Baser, T., Borela, R., Boulanger, R., Burrall, M., Chen, Y., Collins, C., Cortes, D., Dai, S., DeJong, T., Dottore, E. D., Dorgan, K., Fragaszy, R., Frost, J. D., Full, R., Ghayoomi, M., Goldman, D. I., Gravish, N., Guzman, I. L., Hambleton, J., Hawkes, E., Helms, M., Hu, D., Huang, L., Huang, S., Hunt, C., Irschick, D., Lin, H. T., Lingwall, B., Marr, A., Mazzolai, B., McInroe, B., Murthy, T., O'Hara, K., Porter, M., Sadek, S., Sanchez, M., Santamarina, C., Shao, L., Sharp, J., Stuart, H., Stutz, H. H., Summers, A., Tao, J., Tolley, M., Treers, L., Turnbull, K., Valdes, R., Paassen, L. v., Viggiani, G., Wilson, D., Wu, W., Yu, X., and Zheng, J. (2021), "Bio-inspired Geotechnical Engineering: Principles, Current Work, Opportunities and Challenges", In press for publication in Geotechnique, pp.1-19.
|
15 |
O'Hara Kyle, B. and Martinez, A. (2020), "Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles", Journal of Geotechnical and Geoenvironmental Engineering, Vol.146, No.11, 04020116.
DOI
|
16 |
Stutz, H. H., Martinez, A., Heepe, L., Tram Tramsen, H., and Gorb, S. N. (2019), "Strength anisotropy at soil-structure interfaces with snake skin inspired structural surfaces", E3S Web Conf. 92, article 13008.
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