Compaction Quality Control of Earth Fills Using Dynamic Cone Penetrometer-Reference-Cited by-同舟云学术

Compaction Quality Control of Earth Fills Using Dynamic Cone Penetrometer

Published:2018-09 Issue:9 Volume:144 Page:04018086
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Chennarapu Hariprasad¹,Garala Thejesh Kumar²,Chennareddy Rajasekhar³,Balunaini Umashankar⁴,Venkata Narasimha Reddy G.⁵

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Vardhaman College of Engineering, Kacharam, Hyderabad, Telangana 501218, India; formerly, Ph.D. Student, Dept. of Civil Engineering, IIT Hyderabad, Kandi, Sangareddy, Telangana 502285, India.

2. Formerly, Masters Student, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502285, India.

3. Formerly, Masters Student, Dept. of Civil Engineering, Jawaharlal Nehru Technological Univ., Hyderabad, Telangana 500085, India.

4. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502285, India (corresponding author).

5. Professor, Dept. of Civil Engineering, Jawaharlal Nehru Technological Univ., Hyderabad, Telangana 500085, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CO.1943-7862.0001530

Reference26 articles.

1. Laboratory Evaluation of the Geogauge and Light Falling Weight Deflectometer as Construction Control Tools

2. The dynamic cone penetrometer in compaction verification on a model road pavement;Ampadu S. I. K.;Geotech. Test. J.,2005

3. Coonse J. 1999. “Estimating California bearing ratio of cohesive piedmont residual soil using the Scala dynamic cone penetrometer.” Masters thesis Dept. of civil construction and Environmental Engineering North Carolina State Univ.

4. Duration of Spring Thaw Recovery for Aggregate-Surfaced Roads

5. Ese D. J. Myre P. Noss and E. Vaernes. 1994. “The use of dynamic cone penetrometer (DCP) for road strengthening design in Norway.” In Proc. 4th Int. Conf. on Bearing Capacity of Roads and Airfields 3–22. Washington DC: Federal Highway Administration.

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