Impact of Hydrological and Mechanical Correlations on the Reliability of Vegetated Slopes-Reference-Cited by-同舟云学术

Impact of Hydrological and Mechanical Correlations on the Reliability of Vegetated Slopes

Published:2017-12 Issue:4 Volume:3 Page:04017029
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:

Das Gaurav K.¹,Hazra Budhaditya²,Garg Ankit³,Ng Charles W. W.⁴

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India.

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Shantou Univ., Shantou 515063, China (corresponding author).

4. CLP Holdings Professor of Sustainability, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0000934

Reference64 articles.

1. Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes;Ali A.;Eng. Geol.,2014

2. Barker D. H. (1995). “The way ahead-continuing and future developments in vegetative slope engineering or ecoengineering.” Vegetation and slopes: Stabilization protection and ecology Institution of Civil Engineers London 238–255.

3. Benson C. H. Chiang I. Chalermyanont T. and Sawangsuriya A. (2014). “Estimating van Genuchten parameters α and n for clean sands from particle size distribution data.” Geo-Congress 2014 ASCE Reston VA 234–235.

4. Calo E. Sako K. Araki K. Miyamoto Y. and Kitamura R. (2011). “A probabilistic and mechanical approach for hysteresis of SWCC in unsaturated soil.” Geo-Frontiers 2011: Advances in Geotechnical Engineering ASCE Reston VA 3887–3895.

5. The effect of land cover/vegetation on soil water dynamic in the hilly area of the loess plateau, China

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