Geostatistical Analysis for Spatially Referenced Roller-Integrated Compaction Measurements-Reference-Cited by-同舟云学术

Geostatistical Analysis for Spatially Referenced Roller-Integrated Compaction Measurements

Published:2010-06 Issue:6 Volume:136 Page:813-822
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Vennapusa Pavana K. R.¹²³,White David J.¹²³,Morris Max D.¹²³

Affiliation:

1. Research Assistant Professor, Earthworks Engineering Research Center, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ. of Science and Technology, 2711 South Loop Dr., Suite 4700, Ames, IA 50010-8664 (corresponding author).

2. Associate Professor of Civil Engineering and Director of Earthworks Engineering Research Center, Dept. of Civil Construction and Environmental Engineering, Iowa State Univ. of Science and Technology, 476 Town Engineering, Ames, IA 50011-3232.

3. Professor, Dept. of Statistics, Iowa State Univ. of Science and Technology, 304B Snedecor, Ames, IA 50011-3232.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000285

Reference39 articles.

1. Adam D. (1997). “Continuous compaction control (CCC) with vibratory rollers.” Proc. GeoEnvironment 97: 1st Australia-New Zealand Conf. on Environmental Geotechnics Balkema Rotterdam The Netherlands 245–250.

2. Adam D. and Kopf F. (2004). “Operational devices for compaction optimization and quality control (continuous compaction control & light falling weight device).” Proc. Int. Seminar on Geotechnics in Pavement and Railway Design and Construction Mill Press Rotterdam The Netherlands 97–106.

3. ASTM. (2003a). “Standard test methods for laboratory compaction of soil using standard effort.” D698 West Conshohocken Pa.

4. ASTM. (2003b). “Standard test method for use of the dynamic cone penetrometer in shallow pavement application.” D6951 West Conshohocken Pa.

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