Simulation of Geological Uncertainty Using Coupled Markov Chain: A Case Study at a Manually Filled Loess Site-Reference-Cited by-同舟云学术

Simulation of Geological Uncertainty Using Coupled Markov Chain: A Case Study at a Manually Filled Loess Site

Published:2024-06 Issue:2 Volume:10 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Zhang Yanjie¹^ORCID,Ren Xuezhi²,Wang Xu³,Zhu Hanxing⁴^ORCID,Jiang Daijun⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China (corresponding author). ORCID: .

2. School of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China.

3. Professor, National and Provincial Joint Engineering Laboratory of Road & Bridge Disaster Prevention and Control, Lanzhou Jiaotong Univ., Lanzhou 730070, China.

4. Reader, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK. ORCID: .

5. Associate Professor, School of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1263

Reference61 articles.

1. Soil erosion and its causes in high-filling body: A case study of a valley area on the Loess Plateau, China

2. An analytical method for estimating horizontal transition probability matrix of coupled Markov chain for simulating geological uncertainty

3. Quantification of prior knowledge in geotechnical site characterization

4. Detection of Land Subsidence Associated with Land Creation and Rapid Urbanization in the Chinese Loess Plateau Using Time Series InSAR: A Case Study of Lanzhou New District

5. Comparison of Modeling Soil Parameters Using Random Variables and Random Fields in Reliability Analysis of Tunnel Face