Friction angle of sand from minicone soundings at shallow depth

被引:0
|
作者
Tufenkjian, M. R. [1 ]
Thompson, D. J. [1 ]
机构
[1] Calif State Univ Los Angeles, Dept Civil Engn, Los Angeles, CA 90032 USA
来源
关键词
D O I
暂无
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The paper presents the results of full-scale minicone penetration tests to shallow depth in sand test beds. The results are used to evaluate commonly used methods for determining the friction angle in sands from cone tip resistance. Peak secant friction angles were determined from drained triaxial compression tests allowing a comparison of measured versus predicted friction angles. The results of the study have shown that the Meyerhoff, Schmertmann, and Puech & Foray methods under predicted the friction angles for loose and dense test beds. The Robertson & Campanella and Durgunoglu & Mitchell methods predicted very closely the friction angles for the loose test bed but slightly over predicted the friction angles for the dense test bed.
引用
收藏
页码:449 / 453
页数:5
相关论文
共 50 条
  • [31] Effects of spatial autocorrelation structure for friction angle on the runout distance in heterogeneous sand collapse
    Ma, Guotao
    Rezania, Mohammad
    Nezhad, Mohaddeseh Mousavi
    TRANSPORTATION GEOTECHNICS, 2022, 33
  • [32] Ultimate bearing capacity of coralline sand foundation under high internal friction angle
    Cao Z.
    Lu X.
    Mo H.
    Qin Z.
    Shi Y.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2023, 42 : 3609 - 3617
  • [33] The effects of varying cushion depth on dynamic loading in shallow sand thoroughbred horse dirt racetracks
    Mahaffey, Christie A.
    Peterson, Michael L.
    Roepstorff, Lars
    BIOSYSTEMS ENGINEERING, 2013, 114 (02) : 178 - 186
  • [34] Key Technologies for Underground Excavation of Metro Station with Shallow Buried Depth in Sand and Gravel Stratum
    Dai, Zhiren
    Hu, Ruiqing
    Yang, Zigang
    Li, Xiaoqiang
    Journal of Railway Engineering Society, 2024, 41 (10) : 83 - 89
  • [35] Shallow depth characterisation and stress history assessment of an over-consolidated sand in Cuxhaven, Germany
    Quinteros, V. S.
    Lunne, T.
    Krogh, L.
    Bogelund-Pedersen, R.
    Clausen, J. Brink
    CONE PENETRATION TESTING 2018, 2018, : 525 - 531
  • [36] DeepLens: Shallow Depth Of Field From A Single Image
    Wang, Lijun
    Shen, Xiaohui
    Zhang, Jianming
    Wang, Oliver
    Lin, Zhe
    Hsieh, Chih-Yao
    Kong, Sarah
    Lu, Huchuan
    SIGGRAPH ASIA'18: SIGGRAPH ASIA 2018 TECHNICAL PAPERS, 2018,
  • [37] Numerical schemes for 2D Shallow Water Equations with variable depth and friction effects
    Rebollo, TC
    Delgado, AD
    Nieto, EDF
    MATHEMATICAL AND NUMERICAL ASPECTS OF WAVE PROPAGATION, WAVES 2003, 2003, : 506 - 511
  • [38] DeepLens: Shallow Depth Of Field From A Single Image
    Wang, Lijun
    Shen, Xiaohui
    Zhang, Jianming
    Wang, Oliver
    Lin, Zhe
    Hsieh, Chih-Yao
    Kong, Sarah
    Lu, Huchuan
    ACM TRANSACTIONS ON GRAPHICS, 2018, 37 (06):
  • [39] Erosion depth of sand from an immobile gravel bed
    Kuhnle, Roger
    Wren, Daniel
    Langendoen, Eddy
    SEDIMENT DYNAMICS FROM THE SUMMIT TO THE SEA, 2014, 367 : 117 - 121
  • [40] The geological history analysis of the friction angle in transported soils and their importance in the bearing capacity of shallow foundations
    Mendoza, Cristhian
    Ruge C, Juan Carlos
    Caicedo, B.
    REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA, 2018, 34 (01):