Skip to main content
Erschienen in: Innovative Infrastructure Solutions 1/2016

Open Access 01.12.2016 | Technical Note

Quality control of subgrade soil using intelligent compaction

verfasst von: Manik Barman, Moeen Nazari, Syed Asif Imran, Sesh Commuri, Musharraf Zaman, Fares Beainy, Dharamveer Singh

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2016

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Intelligent Compaction (IC) of subgrade soil has been proposed to continuously monitor the stiffness of subgrade during its compaction. Modern IC rollers are vibratory compactors equipped with (1) an onboard measuring system capable of estimating the stiffness of the pavement material being compacted, (2) Global Positioning System (GPS) sensor to precisely locate the roller, and (3) an integrated mapping and reporting system. Using IC, the roller operator is able to evaluate the entire subgrade and address deficiencies encountered during compaction. Continuous monitoring of quality during construction can help build better quality and long-lasting pavements. However, most of the commercially available IC rollers report stiffness in terms of Original Equipment Manufacturer (OEM) specified indicator, known as Intelligent Compaction Measurement Value (ICMV). Although useful, additional tests are required to establish the correlation between these ICMV values and the resilient modulus of subgrade (M r ). Since the mechanistic design of the pavement is performed using M r , it is important to know if the design M r is achieved on the entire subgrade during compaction. This paper presents a systematic procedure for monitoring the level of compaction of subgrade in real time using intelligent compaction (IC). Specifically, the Intelligent Compaction Analyzer (ICA) developed at the University of Oklahoma was used for estimating the modulus of the subgrade. Results from two demonstration studies show that the ICA is able to estimate subgrade modulus with an accuracy that is acceptable for quality control activities during the construction of pavements.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat ARA, Inc. (2004) “Guide for mechanistic–empirical design of new and rehabilitated pavement structures, final report.” NCHRP Project 1-37A ARA, Inc. (2004) “Guide for mechanistic–empirical design of new and rehabilitated pavement structures, final report.” NCHRP Project 1-37A
2.
Zurück zum Zitat AASHTO (1993) Guide for design of pavement structures. AASHTO, National Research Council, Washington, DC AASHTO (1993) Guide for design of pavement structures. AASHTO, National Research Council, Washington, DC
3.
Zurück zum Zitat Davisch P, Camargo F, Larsen B, Roberson R, Siekmeier J (2006) Validation of DCP and LWD moisture specifications for granular materials. Minnesota Department of Transportation Research Services Section, St. Paul Davisch P, Camargo F, Larsen B, Roberson R, Siekmeier J (2006) Validation of DCP and LWD moisture specifications for granular materials. Minnesota Department of Transportation Research Services Section, St. Paul
4.
Zurück zum Zitat Siekmeier JA, Young D, Beberg D (2000) Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minneosta, Nondestructive Testing of pavement and backcalculation of moduli. ASTM STP 1375(3) West Conshohocken, PA Siekmeier JA, Young D, Beberg D (2000) Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minneosta, Nondestructive Testing of pavement and backcalculation of moduli. ASTM STP 1375(3) West Conshohocken, PA
5.
Zurück zum Zitat Burnham TR (1997) Application of the dynamic cone penetrometer to minnesota department of transportation pavement assessment procedures. Report No. MN/RD- 97/19. Minnesota Department of Transportation, St. Paul Burnham TR (1997) Application of the dynamic cone penetrometer to minnesota department of transportation pavement assessment procedures. Report No. MN/RD- 97/19. Minnesota Department of Transportation, St. Paul
6.
Zurück zum Zitat Nazzal MD, Mohammad LN (2010) Estimation of resilient modulus of subgrade soils using falling weight deflectometer. Transportation Research Record: Journal of the Transportation Research Board, No. 2186, Transportation Research Board of the National Academies, Washington, DC., 1–10 Nazzal MD, Mohammad LN (2010) Estimation of resilient modulus of subgrade soils using falling weight deflectometer. Transportation Research Record: Journal of the Transportation Research Board, No. 2186, Transportation Research Board of the National Academies, Washington, DC., 1–10
7.
Zurück zum Zitat Russell HS, Hossain M (2000) Design resilient modulus of subgrade soils from fwd tests. Pavement Subgr Unbound Mater Nondestructive Testi ASCE 286(6):87–103CrossRef Russell HS, Hossain M (2000) Design resilient modulus of subgrade soils from fwd tests. Pavement Subgr Unbound Mater Nondestructive Testi ASCE 286(6):87–103CrossRef
9.
Zurück zum Zitat Chang G, Xu Q, Rutledge J, Horan R, Michael L, White D, Vennapusa P (2011) Accelerated implementation of intelligent compaction technology for embankment subgrade soils, aggregate base, and asphalt pavement materials. FHWA-IF-12-002. Federal Highway Administration, Washington DC Chang G, Xu Q, Rutledge J, Horan R, Michael L, White D, Vennapusa P (2011) Accelerated implementation of intelligent compaction technology for embankment subgrade soils, aggregate base, and asphalt pavement materials. FHWA-IF-12-002. Federal Highway Administration, Washington DC
10.
Zurück zum Zitat Camargo F, Larsen B, Chadbourn B, Roberson R, Siekmeier J (2006) Intelligent compaction: a minnesota case history. 54th Annual University of Minnesota Geotechnical Conference Camargo F, Larsen B, Chadbourn B, Roberson R, Siekmeier J (2006) Intelligent compaction: a minnesota case history. 54th Annual University of Minnesota Geotechnical Conference
11.
Zurück zum Zitat Rinechart RV, Mooney MA (2008) Instrumentation of a roller compactor to monitor vibration behavior during earthwork compaction. Auto Construction Elseiver 17(2008):144–150CrossRef Rinechart RV, Mooney MA (2008) Instrumentation of a roller compactor to monitor vibration behavior during earthwork compaction. Auto Construction Elseiver 17(2008):144–150CrossRef
18.
Zurück zum Zitat Beainy F, Commuri S, Zaman M (2012) Quality assurance of hot mix asphalt pavements using the intelligent asphalt compaction analyzer. J Const Eng Manag ASCE 138(2):178–187CrossRef Beainy F, Commuri S, Zaman M (2012) Quality assurance of hot mix asphalt pavements using the intelligent asphalt compaction analyzer. J Const Eng Manag ASCE 138(2):178–187CrossRef
19.
Zurück zum Zitat Commuri S, Mai AT, Zaman M (2012) Neural network-based intelligent compaction analyzer for estimating compaction quality of hot asphalt mixes. J Const Eng Manag 137(9):634–644CrossRef Commuri S, Mai AT, Zaman M (2012) Neural network-based intelligent compaction analyzer for estimating compaction quality of hot asphalt mixes. J Const Eng Manag 137(9):634–644CrossRef
20.
Zurück zum Zitat Commuri S, Zaman M (2008) A novel neural network-based asphalt compaction analyzer. Int J Pavement Eng 9(3):177–188CrossRef Commuri S, Zaman M (2008) A novel neural network-based asphalt compaction analyzer. Int J Pavement Eng 9(3):177–188CrossRef
21.
Zurück zum Zitat Commuri S, Zaman M, Barman M, Nazari M, Syed I (2014) Evaluation of Performance of asphalt pavements constructed using intelligent compaction techniques. Final Report-FHWA-OK-14-15, ODOT SPR Item Number 2246, Oklahoma Department of Transportation, Oklahoma City Commuri S, Zaman M, Barman M, Nazari M, Syed I (2014) Evaluation of Performance of asphalt pavements constructed using intelligent compaction techniques. Final Report-FHWA-OK-14-15, ODOT SPR Item Number 2246, Oklahoma Department of Transportation, Oklahoma City
22.
Zurück zum Zitat Singh D, Beainy FN, Mai AT, Commuri S, Zaman M (2011) In-situ assessment of stiffness during the construction of ASPHALT Pavements. Int J Pavement Res Technol 4(3):131–139 Singh D, Beainy FN, Mai AT, Commuri S, Zaman M (2011) In-situ assessment of stiffness during the construction of ASPHALT Pavements. Int J Pavement Res Technol 4(3):131–139
23.
Zurück zum Zitat Commuri S, Zaman M (2010). Method and apparatus for predicting the density of asphalt. USPTO, 7:669–458, March 02, 2010 Commuri S, Zaman M (2010). Method and apparatus for predicting the density of asphalt. USPTO, 7:669–458, March 02, 2010
24.
Zurück zum Zitat Beainy F, Commuri S, Zaman M (2010) Asphalt compaction quality control using artificial neural network. Proceedings of 49th IEEE Conference on Decision and Control, IEEE, New York, 4643–4648 Beainy F, Commuri S, Zaman M (2010) Asphalt compaction quality control using artificial neural network. Proceedings of 49th IEEE Conference on Decision and Control, IEEE, New York, 4643–4648
25.
Zurück zum Zitat Commuri S, Mai A, Zaman M (2009) Calibration procedures for the intelligent asphalt compaction analyzer. ASTM J Testing Eval 37(5):454–462 Commuri S, Mai A, Zaman M (2009) Calibration procedures for the intelligent asphalt compaction analyzer. ASTM J Testing Eval 37(5):454–462
26.
Zurück zum Zitat Commuri S (2010) Intelligent compaction user manual, Version 2. University of Oklahoma, OK Commuri S (2010) Intelligent compaction user manual, Version 2. University of Oklahoma, OK
27.
Zurück zum Zitat Liu W, Scullion T (2001) Modulus 6.0 for Windows: User’s Manual. Texas Department of Transportation Research and Technology Implementation Office, TX Liu W, Scullion T (2001) Modulus 6.0 for Windows: User’s Manual. Texas Department of Transportation Research and Technology Implementation Office, TX
28.
Zurück zum Zitat ASTM (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487, ASTM Internationals, West Conshohocken ASTM (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487, ASTM Internationals, West Conshohocken
29.
Zurück zum Zitat AASHTO (2014) Standard method of test for determining the plastic limit and plasticity index of soils. AASHTO T090, National Research Council, Washington, DC AASHTO (2014) Standard method of test for determining the plastic limit and plasticity index of soils. AASHTO T090, National Research Council, Washington, DC
30.
Zurück zum Zitat AASHTO (2013) Standard method of test for determining the liquid limit of soils. AASHTO T089, National Research Council, Washington, DC AASHTO (2013) Standard method of test for determining the liquid limit of soils. AASHTO T089, National Research Council, Washington, DC
31.
Zurück zum Zitat AASHTO. (2010) standard method of test for moisture—density relations of soils using a 2.5-kg (5.5-lb) rammer and a 305-mm (12-in) drop.” AASHTO T99, National Research Council, Washington, DC AASHTO. (2010) standard method of test for moisture—density relations of soils using a 2.5-kg (5.5-lb) rammer and a 305-mm (12-in) drop.” AASHTO T99, National Research Council, Washington, DC
32.
Zurück zum Zitat AASHTO (2009) “Standard method of test for determining the resilient modulus of soils and aggregate materials. AASHTO T307, National Research Council, Washington, DC AASHTO (2009) “Standard method of test for determining the resilient modulus of soils and aggregate materials. AASHTO T307, National Research Council, Washington, DC
33.
Zurück zum Zitat Solanki P, Zaman M, Dean J (2010) Resilient Modulus of Clay Subgrades Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust for Pavement Design. Transportation Research Record: Journal of the Transportation Research Board, No. 2186, Transportation Research Board of the National Academies, Washington, DC., 101–110 Solanki P, Zaman M, Dean J (2010) Resilient Modulus of Clay Subgrades Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust for Pavement Design. Transportation Research Record: Journal of the Transportation Research Board, No. 2186, Transportation Research Board of the National Academies, Washington, DC., 101–110
34.
Zurück zum Zitat Uzan J (1985) Characterization of granular material. Trans Res Record No 1022:52–59 Uzan J (1985) Characterization of granular material. Trans Res Record No 1022:52–59
35.
Zurück zum Zitat Hossain Z, Zaman M, Doiron C, Solanki P (2010) Evaluation of mechanistic-empirical design guide input parameters for resilient modulus of stabilized subgrade. ASCE, ICSDEC 2012:510–518 Hossain Z, Zaman M, Doiron C, Solanki P (2010) Evaluation of mechanistic-empirical design guide input parameters for resilient modulus of stabilized subgrade. ASCE, ICSDEC 2012:510–518
36.
Zurück zum Zitat Rahman F, Hossain M, Romanoschi S (2008) Intelligent Compaction Control of Highway Embankment Soil in Kansas, Final Report. K-TRAN: KSU-06-7 Rahman F, Hossain M, Romanoschi S (2008) Intelligent Compaction Control of Highway Embankment Soil in Kansas, Final Report. K-TRAN: KSU-06-7
37.
Zurück zum Zitat Rahim A, George KP (2003) Falling weight deflectometer for estimating subgrade elastic moduli. ASCE J Trans Eng 129(1):100–107CrossRef Rahim A, George KP (2003) Falling weight deflectometer for estimating subgrade elastic moduli. ASCE J Trans Eng 129(1):100–107CrossRef
38.
Zurück zum Zitat Winston WL (2014) Marketing analytics: data-driven techniques with micrsoft excel. Wiley, Indianapolis Winston WL (2014) Marketing analytics: data-driven techniques with micrsoft excel. Wiley, Indianapolis
39.
Zurück zum Zitat Mooney MA, Rinehart RV (2009) “In-situ soil response to vibratory loading and its relationship to roller-measured soil stiffness. J Geotech Geoenviron Eng. ASCE, 135(8), 1022–1031 Mooney MA, Rinehart RV (2009) “In-situ soil response to vibratory loading and its relationship to roller-measured soil stiffness. J Geotech Geoenviron Eng. ASCE, 135(8), 1022–1031
41.
Zurück zum Zitat AASHTO (2009) Standard method of test for determining the dynamic modulus and flow number for hot mix asphalt (ASPHALT) Using the Asphalt Mixture Performance Tester (AMPT).” AASHTO TP79, National Research Council, Washington, DC AASHTO (2009) Standard method of test for determining the dynamic modulus and flow number for hot mix asphalt (ASPHALT) Using the Asphalt Mixture Performance Tester (AMPT).” AASHTO TP79, National Research Council, Washington, DC
Metadaten
Titel
Quality control of subgrade soil using intelligent compaction
verfasst von
Manik Barman
Moeen Nazari
Syed Asif Imran
Sesh Commuri
Musharraf Zaman
Fares Beainy
Dharamveer Singh
Publikationsdatum
01.12.2016
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2016
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-016-0020-0

Weitere Artikel der Ausgabe 1/2016

Innovative Infrastructure Solutions 1/2016 Zur Ausgabe