Spatial probabilistic characteristics of consolidation for clayey subgrade

Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science Edition)

Volumn 36, Issue 5, 2002, Pages 588-590

  Xie, Kang He ^a   Li, Xiao Yong ^a   Yu, Yan ^b  

^a ZHEJIANG UNIVERSITY   (China)

^b Quzhou Group Company of Traffic Construction   (China)

Author keywords

Coefficient of consolidation; Degree of consolidation; Probabilistic design; Spatial variability

Indexed keywords

CONSOLIDATION; FUNCTIONS; PROBABILITY; SENSITIVITY ANALYSIS; SIMULATION; SPATIAL VARIABLES MEASUREMENT;

AUTOCORRELATION FUNCTION; CLAYEY SUBGRADE; COEFFICIENT OF CONSOLIDATION; DEGREE OF CONSOLIDATION; RANDOM FIELD; RANDOM INTEGRAL;

CONSTRUCTION;

EID: 0038546614     PISSN: 1008973X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

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2. LI Qi-xin, WHITE W, CHU Jian, et al. Probabilistics modelling of soil profiles and its application in the analysis of pile foundation[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(6): 120-128.
3. GAO Da-zhao. Safety index of geotechnical engineering design and its application[J]. Geotechnical Investigation and Surveying, 1996, (1): 1-6.
4. CHANG C S. Uncertainty of one-dimensional consolidation analysis[J]. Journal of Geotechnical Engineering, ASCE, 1985, 111(12): 1411-1424.