Abstract
In this chapter, the wave-forced dynamic response of silty seabed in the subaqueous Yellow River Delta is thoroughly studied. Dynamic triaxial test and self-designed field wave simulator were employed to study the wave-induced pore pressure using sediment sampled from the field or directly in the field. Sediments were found to be sensitive to pore pressure build ups and could experience totally liquefaction under extreme wave conditions. Wave-induced pore pressure develop models were therefore constructed; influencing factors on the liquefaction properties were also identified. This chapter is the transitional section in this book which collected the wave-seabed interactions to sediment erosion and resuspension in the modern Yellow River Delta.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsReferences
Chang FQ (2009) Study on mechanism of wave-induced submarine landslide at the Yellow River estuary PhD. thesis. Ocean university of China, Qingdao, China
Chang FQ, Jia YG (2012) In-situ test to study silt liquefaction at the subaqueous delta of Yellow River. China Civ Eng J 45(1):121–127
Chu ZX, Sun XG, Zhai SK et al (2006) Changing pattern of accretion/erosion of the modern Yellow River (Huanghe) subaerial delta, China: Based on remote sensing images. Mar Geol 227(1–2):13–30
Jia YG, Liu XL, Shan HX, Zheng JW, Huo SX (2011) The effects of hydrodynamic conditions on geotechnical strength of the sediment in Yellow River Delta. Int J Sedim Res 26(3):318–330
Li AL, Li GX, Lin L et al (2012) Experiment study on pore pressure responses to wave action on silt seabed. Mar Sci Bull 31(1):15–21
Liu XL, Jia YG, Zheng JW et al (2013) Consolidation of sediments discharged from the Yellow River: implications for sediment erodibility. Ocean Dyn 63(4):371–384
Prior DB, Suhayda JN, Lu NZ et al (1989) Storm Wave Reactivation of a Submarine Landslide. Nature 341(6237):47–50
Shan HX, Zhang JM, Jia YG (2006) Study on consolidation process of rapidly deposited seabed soils in yellow river estuary. Chin J Rock Mech Eng 26(8):1676–1612
Xu GH (2006) Study on the landslide of gentle-slope silty seabed under waves-a case of yellow river subaqueous delta abstract. PhD thesis. Ocean university of China, Qingdao, China
Xu GH, Liu HX, Liu JK et al (2012) Role of clay content in silty soil liquefaction. Mar Geol Quat Geol 32(3):31–36
Yang ZS, Ji YJ, Bi NS et al (2011) Sediment transport off the Huanghe (Yellow River) delta and in the adjacent Bohai Sea in winter and seasonal comparision. Estuar Coast Shelf Sci 93:173–181
Zen K, Yamazaki H (1990a) Mechanism of wave-induced liquefaction and densification in seabed. Soils Found 30(4):90–104
Zen K, Yamazaki H (1990b) Oscillatory pore pressure and liquefaction in seabed induced by ocean waves. Soils Found 30(4):147–161
Zeng CN, Liu HL, Chen YM (2008) Test study on influence of fine particle content on dynamic pore water pressure development mode of silt. Rock Soil Mech 29(8):2193–2199
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
Copyright information
© 2020 Shanghai Jiao Tong University Press and Springer Nature Singapore Pte Ltd.
About this chapter
Cite this chapter
Jia, Y., Liu, X., Zhang, S., Shan, H., Zheng, J. (2020). Wave-Induced Pore Pressure in Relation to Sediment Erosion and Resuspension in the Modern Yellow River Delta. In: Wave-Forced Sediment Erosion and Resuspension in the Yellow River Delta. Springer Oceanography. Springer, Singapore. https://doi.org/10.1007/978-981-13-7032-8_6
Download citation
DOI: https://doi.org/10.1007/978-981-13-7032-8_6
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-7031-1
Online ISBN: 978-981-13-7032-8
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)