Abstract
The fine content (FC) and shear wave velocity (Vs) are important references for the soil classification and physical or mechanical properties evaluation. It is the spatial variability of soils that leads to large errors in existing CPT (cone penetration test)-based geotechnical evaluation methods in various locations, particularly in submarine environment. In this paper, quantifying relationships of Vs with refined silt content (SC) or clay content (CC) from FC were established using CPTs and shear wave velocity tests at the shallow banks of the Yellow River Delta, effectively improving the accuracy of Vs calculations in fine-grained soils. Results have shown that the relationship between SC or CC and Vs can be described by an exponential function, meanwhile similar variation in FC and Vs in shallow and submerged soils of the Yellow River Delta. The focus area decreases in SC and increases in CC with distance from shore. The Vs gradually increases with penetration depth.
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References
Agaiby S, Mayne P (2020) Indirect estimation of fines content using the modified CPT material index. In: GeoCongress 2020. Minneapolisz, USA
Baez J, Martin G, Youd T (2000) Comparison of SPT-CPT liquefaction evaluations and CPT interpretations. Geo-denver 17–32
Cai G, Liu S, Puppala A (2011) Comparison of CPT charts for soil classification using PCPT data: example from clay deposits in Jiangsu Province, China. Eng Geol 121:89–96
Cai G, Puppala A, Liu S (2014) Characterization on the correlation between shear wave velocity and piezocone tip resistance of Jiangsu clays. Eng Geol 171:96–103
Chang R, Chen Z, Chen W et al (2000) The recent evolution and controling factors of unstable seabed topography of the old Yellow River subaqueus delta. J Ocean Univ Qingdao 30:159–164
Chang F, Jia Y, Meng X et al (2008) The degree of liquefaction of seabed induced by storm wave in Chengdao Sea Area. Mar Geol Q Geol 28(2):37–43
Chen W, Yang Z, Prior D (1992) The classification and analysis of seafloor micromorphology on the Huanghe River. J Ocean Univ Qingdao 22:71–81
Chen X, Chen S, Liu Y (2006) Sediment differentiation along nearshore zone of the Yellow River Delta. Acta Sedimentol Sin 24(5):715–721
Damm J, Lewis M, Stokoe K et al (2013) Comparison of in situ and laboratory shear wave velocity measurements in compacted backfill. Geotech Test J 36(4):515–523
Guo L, Liu X, Yang Z et al (2021) CPT-based analysis of structured soil characteristics and liquefaction failure of the Yellow River Subaquatic Delta. Mar Georesour Geotechnol 40(3):308–320
Ishihara K, Yamazaki A (1984) Wave-induced liquefaction in seabed deposits of sand. Soils Found 24:85–100
Jia Y, Shan H, Yang X et al (2011) Sediment dynamics and geologic hazards in the estuary of Yellow River. Science Press, Beijing, China
Kim J, Kim B, Cho H (2020) Shear wave velocity estimation in Korea using P-Wave seismograms. KSCE J Civ Eng 24(12):3650–3658
Ku C, Ou C, Juang C (2010) Reliability of CPT Ic as an index for mechanical behaviour classification of soils. Géotechnique 60(11):861–875
L’Heureux J, Long M (2017) Relationship between shear-wave velocity and geotechnical parameters for Norwegian clays. J Geotech Geoenviron Eng 143(6):04017013
Librić L, Kaćunić D, Kovačević M (2017) Application of cone penetration test (CPT) results for soil classification. Gradevinar 69(1):11–20
Liu Y, Li G, Deng S et al (2002) Evolution of erosion and accumulation in the abandoned subaqueous delta lobe of The Yellow River. Mar Geol Q Geol 22(3):28–33
Liu H, Wang X, Jia Y et al (2005) Experimental study on liquefaction properties and pore-water pressure model of saturated silt in Yellow River Delta. Rock Soil Mech 26:83–87
Liu X, Zhang M, Zhang H et al (2017) Physical and mechanical properties of loess discharged from the Yellow River into the Bohai Sea, China. Eng Geol 227:4–11
Prior D, Yang Z, Bornhold B et al (1986) Active slope failure, sediment collapse, and silt flows on the modern subaqueous Huanghe (Yellow River) delta. Geo-Mar Lett 6(2):85–95
Robertson P (1990) Soil classification using the cone penetration test. Can Geotech J 27(1):151–158
Robertson P (1995) Liquefaction of sands and its evaluation, In: International Conference on Earthquake Geotechnical Engineering, Tokyo
Robertson P (2009) Interpretation of cone penetration tests — a unified approach. Can Geotech J 46(11):1337–1355
Robertson P (2004) Evaluating soil liquefaction and post-earthquake deformations using the CPT. In: 2nd Geotechnical and Geophysical Site Characterization, Canada
Robertson P, Wride C (1998) Evaluating cyclic liquefaction potential using the cone penetration test. Can Geotech J 35(3):442–459
Shen X, Cai Z, Cai G (2016) Application of in situ tests in site characterization and evaluation. Chin Civil Eng J 49(2):98–120
Suzuki Y, Sanematsu T, Tokimatsu K (1998) Correlation between SPT and seismic CPT. Geotechnical Site Characterization 2:1375–1380
Suzuki Y, Tokimatsu K, Sanematsu T (2003) Correlations between CPT data and soil characteristics obtained from SPT. J Struct Constr Eng 68(566):73–80
Wang W (1994) An important parameter in geotechnical engineering for earthquake disaster Mitigation-shear wave velocity. J Hydraul Eng 25(3):80–84
Wang Z, Wang W, Tian S (2007) Mineral composition and distribution of the sediment in the Yellow River basin. J Sediment Res 5(5):3–10
Yang Y, Liu S, Cai G et al (2017) Review on penetration mechanism and application of ball penetrometer in offshore engineering. J Eng Geol 25(6):1604–1609
Yang Z, Liu X, Guo L et al (2020) Evaluation of the soil characteristic parameters of the Yellow River Subaqueous Delta using CPT. Mar Georesour Geotechnol 40(1):1–13
Yang Z, Cui Y, Guo L et al (2021) Semi-empirical correlation of shear wave velocity prediction in the Yellow River Delta based on CPT. Mar Georesour Geotechnol 40(4):487–499
Yang Z, Zhu Y, Liu T et al (2019) Pumping effect of wave-induced pore pressure on the development of fluid mud layer. Ocean Engineering 189
Yin Y, Zhou Y, Ding D (2004) Evolultion of modern Yellow River Delt Coast. Mar Sci Bull 23(2):33–40
Yoon H, Lee C, Kim H et al (2011) Evaluation of preconsolidation stress by shear wave velocity. Smart Struct Syst 7(4):275–287
Zhang J, Shan H, Jia Y et al (2007) An experimental study of nonuniform consolidation of rapid sediment seabed soils at Yellow River mouth subjected to wave and tide wave loading. Rock Soil Mech 28(7):88–94+99
Zhao Y, Feng X, Song S et al (2016) Geochemical partition of surface sediments in the seas near the modern Yellow River Delta. Mar Sci 40(9):99–105
Zheng J, Jia Y, Liu X, Shan H, Zhang M (2013) Experimental study of the variation of sediment erodibility under wave-loading conditions. Ocean Eng 68(aug.1):14–26
Zhou Q, Jia Y, Ma D et al (2006) Research of consolidating inhomogeneity of silt seabed in Yellow River Estuary shore. Rock Soil Mech 27(7):1148–1151
Zhou L, Liu J, Liu X. (2003) Geological Map of Marine Hazards in the Yellow River Delta. Geo Cloud
Funding
This research was supported by the National Natural Science Foundation of China General Program (42177153), the National Natural Science Foundation of China (U2006213), and the National Natural Science Foundation of China (42277139).
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Liu, X., Liu, T., Wang, H. et al. CPT-based evaluation of silt/clay contents and the shear wave velocity of seabed soils in the Yellow River delta. Bull Eng Geol Environ 82, 299 (2023). https://doi.org/10.1007/s10064-023-03296-z
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DOI: https://doi.org/10.1007/s10064-023-03296-z