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2026 Vol.27, Issue 11 Preview Page
1 November 2026. pp. 33-39
Abstract
References
1

Bishop, A. W., Green, G. E., Garaga, V. K., Anderson, A. and Brown, J. D. (1971), A New Ring Shear Apparatus and its Application to the Measurement of Residual Strength, Géotechnique, Vol. 21, No. 4, pp. 273~328.

10.1680/geot.1971.21.4.273
2

Bowles, J.E. (1978), Engineering Properties of Soils and Their Measurements, 2nd 3d., McGraw-Hill Book Co., pp. 185~188.

3

Chen, C., Zhang, L. M. and Chang, D. S. (2016), Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 142, No. 12, pp. 06016014-1~6, DOI. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001561

10.1061/(ASCE)GT.1943-5606.0001561
4

Hu, T., Gao, Z., Zhang, C. and Wang, J. (2026), DEM study of fines content effects on shear strength of binary mixtures under low confining pressur, Scientific Reports, Vol. 16, Article 8356, DOI. https://doi.org/10.1038/s41598-026-39817-5

10.1038/s41598-026-39817-541673316PMC12966432
5

Huang, W. B., Huang, D., Gao, Y. K., Liu, Y., Li, Z. and Meng, Q. J. (2023), Effect of seepage-induced erosion on soil macropore structure, Journal of Mountain Science, Vol. 20, pp. 3402~3422.

10.1007/s11629-023-8082-x
6

Jeong, I. H., Lee, Y. H. and Woo, M. J. (1994), Residual Shear Strength of Weathered Residual Soil, Proceedings of the KSCE Annual Conference, No. 1, pp. 487~490.

7

Ke, L. and Takahashi, A. (2012), Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow, Soils and Foundations, Vol. 52, No. 4, pp. 698~711.

10.1016/j.sandf.2012.07.010
8

Salgado, R., Bandini, P. and Karim, A. (2000), Shear strength and stiffness of Silty sand, Journal of geotechnicaland geoenvironmental engineer, Vol. 126, No. 5, pp. 451~462.

10.1061/(ASCE)1090-0241(2000)126:5(451)
9

Semar, O., Witt, K. J. and Fannin, R. J. (2012), Suffusion Evaluation - Comparison of Current Approaches, International Conference on Scour and Erosion, pp. 251~262.

10.1061/41147(392)24
10

Skempton, A.W. (1964), Long term stability of clay slopes, Geotechnique, Vol. 14, No. 2, pp.77~102.

10.1680/geot.1964.14.2.77
11

Thevanayagam, S., Shenthan, T., Mohan, S. and Liang, J. (2002), Undrained Fragility of Clean Sands, Silty Sands and Sandy Silts, Journal of geotechnicaland geoenvironmental engineer, Vol. 128, No. 10, pp. 849~859.

10.1061/(ASCE)1090-0241(2002)128:10(849)
12

Wang, O., Tang, H., An, P., Fang, K., Sun, S. and Lu, J. (2024), “Experimental and Numerical Study of Shear Strength on the Slide Zone Soil by the Coupling of Seepage and Shear Test,” Scientific Reports, Vol. 14, Article 25086, DOI. https://doi.org/10.1038/s41598-024-77163-6.

10.1038/s41598-024-77163-639443607PMC11499595
13

Xu, Z. D., Zhang, L. M., Zarch, M. K. and Wang, H. J. (2022), Experimental Study of Internal Erosion in Granular Soil Subject to Cyclic Hydraulic Gradient Reversal, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 148, No. 5, pp. 1~10.

10.1061/(ASCE)GT.1943-5606.0002785
14

Yu, J. S., Ahn, K. K. and Kang, H. S. (2020), “Effect of Silty Soil Content on Shear Behavior of Sandy Soil,” Journal of the Korean Geo-Environmental Society, Vol. 21, No. 11, pp. 21~26. (in Korean).

15

Zhang, Y., Sui, H., Yang, L. and Lin, R. (2023), An Experimental Investigation on the Shear-Seepage Coupling Failure Behavior of Split Grouting-Reinforced Body, Processes, Vol. 11, Issue 9, Article 2704, DOI. https://doi.org/10.3390/pr11092704.

10.3390/pr11092704
Information
  • Publisher :Korean Geo-Environmental Society
  • Publisher(Ko) :한국지반환경공학회
  • Journal Title :Journal of the Korean Geo-Environmental Society
  • Journal Title(Ko) :한국지반환경공학회 논문집
  • Volume : 27
  • No :11
  • Pages :33-39
  • Received Date : 2026-10-01
  • Revised Date : 2026-10-06
  • Accepted Date : 2026-10-23