Compaction of Subgrade by High-Energy Impact Rollers on an Airport Runway

Author:

Xu Chao1,Chen Zhong-qing2,Li Jun-shi3,Xiao Yuan-yuan4

Affiliation:

1. Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China.

2. Ph.D. Candidate, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P.R. China (corresponding author).

3. Senior Engineer, Shanghai CAAC New Era Airport Design and Research Institute, 99 Konggang No. 1 Rd., Shanghai 200335, P.R. China.

4. Engineer, Shanghai CAAC New Era Airport Design and Research Institute, 99 Konggang No. 1 Rd., Shanghai 200335, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. AASHTO. (2008). “Standard method of test for nonrepetitive static plate load test of soils and flexible pavement components for use in evaluation and design of airport and highway pavements.” T222-08 Washington DC.

2. ASTM. (2004). “Standard test method for nonrepetitive static plate load tests of soils and flexible pavement components for use in evaluation and design of airport and highway pavements.” D1196-93 West Conshohocken PA.

3. Avalle D. (2007a). “Ground vibration during impact rolling.” Common ground: Proc. 10th Australia New Zealand Conf. on Geomechanics Carillon Conference Management Brisbane Australia 42–47.

4. Avalle D. (2007b). “Trials and validation of deep compaction using the ‘square’ impact roller.” Mini-Symp.: Engineering Advances in Earthworks Australian Geomechanics Society Sydney Australia 1–7.

5. Avalle D. and Grounds R. (2004). “Improving pavement subgrade with the ‘square’ impact roller.” Proc. 23rd Southern African Transport Conf. CSIR Int. Convention Centre Pretoria South Africa 44–54.

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