Probabilistic Models for Erosion Parameters and Reliability Analysis of Earth Dams and Levees

Author:

Andreini Marco1,Gardoni Paolo2,Pagliara Stefano3,Sassu Mauro4

Affiliation:

1. Fellow, European Organization for Nuclear Research (CERN), Occupational Health and Safety and Environmental Protection Unit, Safety Engineering and Environment Group, Prevention and Safety Engineering Expertise Section (DGS-SEE-XP), CH-1211 Geneva 23, Switzerland (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering and Director, MAE Center, Univ. of Illinois at Urbana-Champaign, Newmark Civil Engineering Laboratory, 205 North Mathews Ave., Urbana, IL 61801-2352.

3. Full Professor, Dept. of Energy, Systems, Territory and Constructions Engineering (DESTEC), Univ. of Pisa, Largo Lucio Lazzarino, 1 – 56126 Pisa, Italy.

4. Associate Professor, Dept. of Energy, Systems, Territory and Constructions Engineering (DESTEC), Univ. of Pisa, Largo Lucio Lazzarino, 1 – 56126 Pisa, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference40 articles.

1. ASTM. (2010a). “Standard test method for density of soil in place by the drive-cylinder method.” ASTM D2937-10 West Conshohocken PA.

2. ASTM. (2010b). “Standard test methods for liquid limit plastic limit and plasticity index of soils.” ASTM D4318-10E1 West Conshohocken PA.

3. ASTM. (2012b). “Standard test methods for laboratory compaction characteristics of soil using modified effort (56 000  ft-lbf/ft3 (2 700  kN-m/m3)).” ASTM D1557-12E1 West Conshohocken PA.

4. ASTM. (2012a). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400  ft-lbf/ft3 (600  kN-m/m3)).” ASTM D698-12E2 West Conshohocken PA.

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