Influence of Spatial Variability on Pavement Responses Using Latin Hypercube Sampling on Two-Dimensional Random Fields-Reference-Cited by-同舟云学术

Influence of Spatial Variability on Pavement Responses Using Latin Hypercube Sampling on Two-Dimensional Random Fields

Published:2014-11 Issue:11 Volume:26 Page:04014083
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Dilip Deepthi Mary¹,Sivakumar Babu G. L.²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000994

Reference32 articles.

1. Al-Bittar T. (2012). “Probabilistic analysis of shallow foundations resting on spatially varying soils.” Ph.D. dissertation Univ. of Nantes Nantes France.

2. Incorporation of subgrade modulus spatial variability in performance prediction of flexible pavements;Ali A. W.;Int. J. Pavement Res. Technol., Chinese Soc. Pavement Eng.,2013

3. Bourdeau P. L. (1990). “Probabilistic modeling of flexible pavements.” Transportation Research Record 1286 Transportation Research Board National Research Council Washington DC 184–191.

4. The stochastic finite element method in structural reliability

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