Settlement and Horizontal Earth Pressure behind Model Integral Bridge Abutment Induced by Simulated Seasonal Temperature Change

Author:

Liu Hao1,Han Jie2ORCID,Parsons Robert L.3ORCID

Affiliation:

1. Research Associate and GSI Fellow, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609.

2. Glenn L. Parker Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609 (corresponding author). ORCID: .

3. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference41 articles.

1. A study on the effects of abutment cyclic movements on the approach of integral abutment bridges;Alqarawi A.;Aust. Geomech.,2016

2. ASTM. 2014a. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM D4253-14. West Conshohocken, PA: ASTM.

3. ASTM. 2014b. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254-14. West Conshohocken, PA: ASTM.

4. Active Earth Pressure Behind Retaining Walls

5. Predicting the Earth Pressure on Integral Bridge Abutments

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