Impact of Autocorrelation Function Model on the Probability of Failure

被引:48
作者
Ching, Jianye [1 ]
Phoon, Kok-Kwang [2 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, 1 Roosevelt Rd,Sect 4, Taipei 10617, Taiwan
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Block E1A,07-03,1 Engn Dr 2, Singapore 117576, Singapore
关键词
Geotechnical engineering; Reliability; Spatial variability; Whittle-Matern autocorrelation model; Sample path smoothness; SPATIALLY-VARIABLE SOILS; MOBILIZED SHEAR-STRENGTH; STRESS STATES; VARIABILITY; FLUCTUATION; STATISTICS; PARAMETERS; PROFILES; SCALE;
D O I
10.1061/(ASCE)EM.1943-7889.0001549
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The scale of fluctuation (SOF) of a spatially variable soil property has been known to be the most important parameter that characterizes the effect of spatial averaging, whereas the type of the autocorrelation model (e.g.,single exponential versus squared exponential model) is thought to be of limited impact. This paper shows that when extending this statement (SOF is the most important parameter) to the probability of failure, one must be cautious regarding whether the limit-state function is completely governed by spatial averaging. Spatial averaging is a function of the input random field in its classical formit is not related to the limit-state function. For a limit state that happens to be completely governed by spatial averaging, e.g.,a friction pile under axial compression, the statement is indeed true, but for a limit state that is not completely governed by spatial averaging, the statement may not be true and the type of autocorrelation model can have significant impact. This paper shows that the second type of limit-state functions are not uncommon. In particular, this paper shows that the sample path smoothness can be another important feature that signifcantly affects the probability of failure for this type of limit-state function. An autocorrelation model that can control the sample path smoothness using a smoothness parameter is adopted in this paper. Five practical examples are presented to illustrate the effect of . It is observed that , which is another characteristic of the autocorrelation model that is distinctive from the scale of fluctuation, can have significant impact on the probability of failure for these examples.
引用
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页数:13
相关论文
共 35 条
  • [1] Abramowitz M., 1970, HDB MATH FUNCTIONS N
  • [2] Reliability-Based Design Approach for Differential Settlement of Footings on Cohesionless Soils
    Akbas, Sami O.
    Kulhawy, Fred H.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (12) : 1779 - 1788
  • [3] [Anonymous], 2016, J GEOENG
  • [4] [Anonymous], 1999, P 8 INT C APPL STAT
  • [5] CEN (European Committee for Standardization), 1994, GEOT DES GEN RUL 1
  • [6] Estimating horizontal scale of fluctuation with limited CPT soundings
    Ching, Jianye
    Wu, Tsai-Jung
    Stuedlein, Armin W.
    Bong, Taeho
    [J]. GEOSCIENCE FRONTIERS, 2018, 9 (06) : 1597 - 1608
  • [7] Identifiability of Geotechnical Site-Specific Trend Functions
    Ching, Jianye
    Phoon, Kok-Kwang
    Beck, James L.
    Huang, Yong
    [J]. ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2017, 3 (04):
  • [8] Worst case scale of fluctuation in basal heave analysis involving spatially variable clays
    Ching, Jianye
    Phoon, Kok-Kwang
    Sung, Shung-Ping
    [J]. STRUCTURAL SAFETY, 2017, 68 : 28 - 42
  • [9] Undrained strength for a 3D spatially variable clay column subjected to compression or shear
    Ching, Jianye
    Lee, Szu-Wei
    Phoon, Kok-Kwang
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2016, 45 : 127 - 139
  • [10] Probability distribution for mobilised shear strengths of spatially variable soils under uniform stress states
    Ching, Jianye
    Phoon, Kok-Kwang
    [J]. GEORISK-ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERED SYSTEMS AND GEOHAZARDS, 2013, 7 (03) : 209 - 224