Skip to main content
Erschienen in: Geotechnical and Geological Engineering 4/2014

01.08.2014 | Technical note

Effects of Particle Size Distribution on Compaction Behavior and Particle Crushing of a Mudstone Particle Mixture

verfasst von: Jun-Jie Wang, Yang Yang, Hui-Ping Zhang

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 4/2014

Einloggen

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

search-config
loading …

Abstract

Based on a standard compaction test and a standard sieve analysis test on five tested materials, the effects of the particle size distribution on the compaction behavior and particle crushing of a crushed mudstone particle mixture were investigated. Testing results indicate that the value of the maximum dry density ranges from 2.09 to 2.17 g/cm3, the optimum moisture content from 7.40 to 11.66 %, and the average relative breakage from 0.065 to 0.285, respectively. Based on the tested data, the variations of the maximum dry density, optimum moisture content and average relative breakage, with the median particle diameter and gravel content of the tested mixtures, were analyzed, respectively.

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!

Literatur
Zurück zum Zitat Abu-Farsakh M, Coronel J, Tao M (2007) Effect of soil moisture content and dry density on cohesive soil–geosynthetic interactions using large direct shear tests. J Mater Civ Eng 19(7):540–549CrossRef Abu-Farsakh M, Coronel J, Tao M (2007) Effect of soil moisture content and dry density on cohesive soil–geosynthetic interactions using large direct shear tests. J Mater Civ Eng 19(7):540–549CrossRef
Zurück zum Zitat Casini F, Viggiani GMB, Springman SM (2013) Breakage of an artificial crushable material under loading. Granular Matter 15(5):661–673CrossRef Casini F, Viggiani GMB, Springman SM (2013) Breakage of an artificial crushable material under loading. Granular Matter 15(5):661–673CrossRef
Zurück zum Zitat Cho G-C, Dodds J, Santamarina JC (2006) Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. J Geotech Geoenviron Eng ASCE 132(5):591–602CrossRef Cho G-C, Dodds J, Santamarina JC (2006) Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. J Geotech Geoenviron Eng ASCE 132(5):591–602CrossRef
Zurück zum Zitat Chongqing Geological and Mineral Resource Exploration and Development Corporation (CGMREDC) (2002) Chongqing geological map (scale 1:500 000). Chongqing Yangtze river map printing factory, Chongqing Chongqing Geological and Mineral Resource Exploration and Development Corporation (CGMREDC) (2002) Chongqing geological map (scale 1:500 000). Chongqing Yangtze river map printing factory, Chongqing
Zurück zum Zitat Coop MR, Sorensen KK, Bodas T, Georgoutsos G (2004) Particle breakage during shearing of a carbonate sand. Geotechnique 54(3):157–163CrossRef Coop MR, Sorensen KK, Bodas T, Georgoutsos G (2004) Particle breakage during shearing of a carbonate sand. Geotechnique 54(3):157–163CrossRef
Zurück zum Zitat Hardin BO (1985) Crushing of soil particles. J Geotech Eng ASCE 111(10):1177–1192CrossRef Hardin BO (1985) Crushing of soil particles. J Geotech Eng ASCE 111(10):1177–1192CrossRef
Zurück zum Zitat Jamei M, Guiras H, Chtourou Y, Kallel A, Romero E, Georgopoulos I (2011) Water retention properties of perlite as a material with crushable soft particles. Eng Geol 122:261–271CrossRef Jamei M, Guiras H, Chtourou Y, Kallel A, Romero E, Georgopoulos I (2011) Water retention properties of perlite as a material with crushable soft particles. Eng Geol 122:261–271CrossRef
Zurück zum Zitat Rollins KM, Jorgensen SJ, Ross TE (1998) Optimum moisture content for dynamic compaction of collapsible soils. J Geotech Geoenviron Eng ASCE 124(8):699–708CrossRef Rollins KM, Jorgensen SJ, Ross TE (1998) Optimum moisture content for dynamic compaction of collapsible soils. J Geotech Geoenviron Eng ASCE 124(8):699–708CrossRef
Zurück zum Zitat Trade Standard of P. R. China, SL237-006 (1999) Standard method for particle size distribution of soils. In: Specification of soil test, The Ministry of Water Resources of P. R. China, Beijing, P. R. China (in Chinese) Trade Standard of P. R. China, SL237-006 (1999) Standard method for particle size distribution of soils. In: Specification of soil test, The Ministry of Water Resources of P. R. China, Beijing, P. R. China (in Chinese)
Zurück zum Zitat Trade Standard of P. R. China, SL237-055 (1999) Standard method for moisture–density test of coarse soil. In: Specification of soil test, The Ministry of Water Resources of P. R. China, Beijing, P. R. China (in Chinese) Trade Standard of P. R. China, SL237-055 (1999) Standard method for moisture–density test of coarse soil. In: Specification of soil test, The Ministry of Water Resources of P. R. China, Beijing, P. R. China (in Chinese)
Zurück zum Zitat Trauner L, Dolinar B, Mišič M (2005) Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils. Int J Geomech ASCE 5(4):350–355CrossRef Trauner L, Dolinar B, Mišič M (2005) Relationship between the undrained shear strength, water content, and mineralogical properties of fine-grained soils. Int J Geomech ASCE 5(4):350–355CrossRef
Zurück zum Zitat Wang J-J (2014) Hydraulic fracturing in earth-rock fill dams. John Wiley & Sons Singapore Pte. Ltd, SingaporeCrossRef Wang J-J (2014) Hydraulic fracturing in earth-rock fill dams. John Wiley & Sons Singapore Pte. Ltd, SingaporeCrossRef
Zurück zum Zitat Wang J-J, Zhang H-P, Chai H-J, Zhu J-G (2008) Seismic passive resistance with vertical seepage and surcharge. Soil Dyn Earthq Eng 28:728–737CrossRef Wang J-J, Zhang H-P, Chai H-J, Zhu J-G (2008) Seismic passive resistance with vertical seepage and surcharge. Soil Dyn Earthq Eng 28:728–737CrossRef
Zurück zum Zitat Wang J-J, Zhang H-P, Deng D-P, Liu M-W (2013) Effects of mudstone particle content on compaction behavior and particle crushing of a crushed sandstone–mudstone particle mixture. Eng Geol 167:1–5CrossRef Wang J-J, Zhang H-P, Deng D-P, Liu M-W (2013) Effects of mudstone particle content on compaction behavior and particle crushing of a crushed sandstone–mudstone particle mixture. Eng Geol 167:1–5CrossRef
Zurück zum Zitat Wang J-J, Zhang H-P, Liu M-W, Deng D-P (2014) Compaction behaviour and particle crushing of a crushed sandstone particle mixture. Eur J Environ Civil Eng 18(5):567–583CrossRef Wang J-J, Zhang H-P, Liu M-W, Deng D-P (2014) Compaction behaviour and particle crushing of a crushed sandstone particle mixture. Eur J Environ Civil Eng 18(5):567–583CrossRef
Metadaten
Titel
Effects of Particle Size Distribution on Compaction Behavior and Particle Crushing of a Mudstone Particle Mixture
verfasst von
Jun-Jie Wang
Yang Yang
Hui-Ping Zhang
Publikationsdatum
01.08.2014
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 4/2014
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-014-9782-3

Weitere Artikel der Ausgabe 4/2014

Geotechnical and Geological Engineering 4/2014 Zur Ausgabe