Experimental Study of the Effects Produced by a Backfilling Process on Full-Scale Buried Corrugated HDPE Pipes in Fine-Grained Soils

Author:

Wang Fei1,Du Yan-Jun2,Zhou Min3,Zhang Ya-Jun4

Affiliation:

1. Lecturer, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China; Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Chinese Ministry of Education; presently, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, Lawrence, KS 66045.

2. Professor, Director, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China; and Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Chinese Ministry of Education (corresponding author).

3. Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China.

4. Chief Engineer, Construction Bureau of Yixing City, Yixing, Jiangsu 214200, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference23 articles.

1. AASHTO. (2008). “Standard specifications for bridge construction.” Washington DC.

2. Full-Scale Field Tests on Flexible Pipes under Live Load Application

3. ASTM. (2011). “Standard practice for classification of soils for engineering purpose.” ASTM D2487-11 ASTM International West Conshohocken PA.

4. ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using modified effort.” ASTM D1557-12 ASTM International West Conshohocken PA.

5. CECS (The Standards Compilation Group of China Association for Engineering Construction Standardization)-164. (2004). “Technical specification for buried PE pipeline of sewer engineering.” China Architecture and Building Press Beijing (in Chinese).

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