Experimental study of nonuniform consolidation of rapid sediment seabed soils at Yellow River mouth subjected to wave and tide wave loading

Yantu Lixue/Rock and Soil Mechanics

Volumn 28, Issue 7, 2007, Pages

  Zhang, Jian Min ^a,b   Shan, Hong Xian ^a   Jia, Yong Gang ^a   Liu, Hong Jun ^a   Xu, Guo Hui ^a  

^a OCEAN UNIVERSITY OF CHINA   (China)

^b EARTHQUAKE ADMINISTRATION OF SHANDONG PROVINCE   (China)

Author keywords

Effect of wave and tide loading; Nonuniform consolidation; Pore water pressures response; Rapidly deposit; Seabed soils; Yellow River estuary

Indexed keywords

SEDIMENTS; SOILS; TIDES; WATER WAVES;

CONSOLIDATION COMPRESSION; CONSOLIDATION THEORY; CRUST LAYER; DIAOKOU DELTA LOBE; FIELD VANE SHEAR TEST; NONUNIFORM CONSOLIDATION; PORE WATER PIEZOMETER TEST; PORE WATER PRESSURES RESPONSE; RAPIDLY DEPOSIT; SEABED SILT; SEABED SOILS; STATIC CONE PENETRATION TEST; TIDE FLAT; TOPSOIL; WAVE TIDE LOADING EFFECT; YELLOW RIVER DELTA; YELLOW RIVER ESTUARY;

CONSOLIDATION;

EID: 34547629634     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

1. FENG Xiu-li, QI Hong-shuai, WANG Teng, et al. Geomorphological evolution and geological disasters analysis in Chengdao sea area of the Yellow River Delta[J]. Rock and Soil Mechanics, 2004, 25(Supp): 17-20.
2. JIA Yong-gang, HUO Su-xia, XU Go-hui, et al. Intensity variation of sediments due to wave loading on subaqueous delta of Yellow River[J]. Rock and Soil Mechanics, 2004, 25(6): 876-881.
3. JIA Yong-gang, SHI Wen-jun, SHAN Hong-xian, et al. In-situ test study on silt strength's loss and recovery due to vibration load in the Yellow River mouth[J]. Rock and Soil Mechanics, 2005, 26(3): 351-358.
4. Putnam J A. Loss of wave energy due to percolation in a permeable sea bottom[J]. Transaction. American. Geophysical Uuion, 1949, 30(30): 349-346.
5. Moshagen H, Torum A. Wave induced pressures in permeable seabed[J]. Journal of Waterways, Harbors and Coastal Engineering Division, ASCE, 1975, 101(1): 49-57.
6. Yamaoto T. Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations[J]. Ocean Engineering, 1981, 8(1): 1-16.
7. Jeng D S, Lee T L. Dynamic response of porous seabed to ocean waves[J]. Computers and Geotechnics, 2001, 28: 99-128.
8. Jeng D S, Lin Y S. Finite element modeling for water waves-soil interaction[J]. Soil Dynamics and Earthquake Engineering, 1996, 15(5): 283-300.
9. LUAN Mao-tian, ZHANG Chen-ming, WANG Dong, et al. Numerical analysis of residual porewater pressure development and evaluation of liquefaction potential of seabed under wave loading[J]. Journal of Hydraulic Engineering, 2004, (2): 94-100.
10. YANG Shao-li, SHEN Wei-quan, YANG Zuo-shen. The mechanism analysis of seafloor silt liquefaction under wave loads[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 28-37.