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Original Articles

Shear Strength Evaluation of Lower Sand in Nakdong River Delta

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Pages 107-124 | Received 23 May 2011, Accepted 16 Feb 2012, Published online: 05 Mar 2013

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Read on this site (4)

Xiangru Chu, Guohui Yuan, Ning Fan, Shihu Gao & Zeping Cheng. (2023) Sand resource extraction from waste soils based on the hydro-cyclone separation principle. Marine Georesources & Geotechnology 0:0, pages 1-12.
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Wisam R. Muttashar & L. Sebastian Bryson. (2020) Constitutive model for predicting stress-strain behavior of fine-grained sediments using shear-wave velocity. Marine Georesources & Geotechnology 38:8, pages 896-910.
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Mehdi Veiskarami, Mir Ahmad Lashteh Neshaei, Mehran Karimpour Fard & Tina Pourramezan. (2017) Numerical study on static and seismic stability of breakwaters on soft granular marine deposits against deep failure. Marine Georesources & Geotechnology 35:1, pages 42-51.
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V.K. Singh & S.G. Chung. (2013) Determination of Deformation Modulus for Lower Sands in Nakdong River Delta. Marine Georesources & Geotechnology 31:3, pages 290-307.
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Articles from other publishers (5)

Shui-Hua Jiang, Jinsong Huang, D.V. Griffiths & Zhi-Ping Deng. (2022) Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review. Computers and Geotechnics 141, pages 104498.
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Michael Ghali, Mohamed Chekired & Mourad Karray. (2019) A laboratory-based study correlating cone penetration test resistance to the physical parameters of uncemented sand mixtures and granular soils. Engineering Geology 255, pages 11-25.
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Le Chi Hung, Tien Dung Nguyen, Ju-Hyung Lee & Sung-Ryul Kim. (2015) Applicability of CPT-based methods in predicting toe bearing capacities of driven piles in sand. Acta Geotechnica 11:2, pages 359-372.
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Le Chi Hung & Sung-Ryul Kim. (2015) CPT-based method for toe resistance of driven piles in sand. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 168:6, pages 498-513.
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Dian-Qing Li, Xiao-Hui Qi, Kok-Kwang Phoon, Li-Min Zhang & Chuang-Bing Zhou. (2014) Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes. Structural Safety 49, pages 45-55.
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