Skip to main content
Fachgebiete
Automobil + Motoren Bauwesen + Immobilien Business IT + Informatik Elektrotechnik + Elektronik Energie + Nachhaltigkeit Finance + Banking Management + Führung Marketing + Vertrieb Maschinenbau + Werkstoffe Versicherung + Risiko
DE
EN
Themenseiten
Organisationspsychologie Projektmanagement Marketing Smart Manufacturing
Bücher
Zeitschriften
Weitere Formate
Podcasts Webinare Technik Webinare Wirtschaft Kongresse Veranstaltungskalender Awards
Jetzt Einzelzugang starten
Zugang für Unternehmen
Referenzkunden
MTZ-Fachkongress

Antriebe und Energiesysteme von morgen


Austausch von Automobil- und Energiewirtschaft

Am 14./15. Mai geht es in Chemnitz um die Mobilitätswende durch Elektro- und Wasserstofffahrzeuge.
Erweiterte Suche
Anmelden
nach oben
Geotechnical and Geological Engineering
Erschienen in: Geotechnical and Geological Engineering 3/2011

01.05.2011 | Original paper

Identifying and Analyzing Problematic Soils

verfasst von: M. M. Ali

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 3/2011

Einloggen

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

search-config
loading …

Abstract

Problematic soils are those that make the construction of foundations extremely difficult. They include expansive soils, collapsing soils, and sanitary landfill. Their distribution can vary widely, both areally and with depth. However, the ability to identify these soils would be invaluable to developers and geotechnical engineers. This paper aims at discussing criteria for identifying these soils and analyze only the collapse related data to determine their nature and extent of the variability. Analysis of data at different depths showed high dispersion tendencies. Regression model showed linear variation and identified strongly related collapse parameters with validation by factor analysis.
Vorheriger Artikel Application of Artificial Intelligence to Maximum Dry Density and Unconfined Compressive Strength of Cement Stabilized Soil
Nächster Artikel On the Study of Pile Driving Formula Based on Blow Counts

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!

Jetzt informieren

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!

Jetzt informieren
Literatur
Abelev YM (1984) The essentials of designing and building on micro porous soils. Stroitel’naya preomyahelmast, No. 10
Alfi AAS (1984) Mechanical and electron optical properties of a stabilized collapsible soil in Tucson, Arizona. Ph.D. Dissertation, University of Arizona
Ali MM (1990) Statistical evaluation of Bangkok clay shear strength parameters. Geotech Test J, ASTM, GTJODJ 13(3):250–256
Ali MM, Nowatzki EA, DE Myers (1989) Geostatistical techniques to estimate collapse-related soil parameters. In: Proceedings 25th symposium on engineering geology and geotechnical engineering, Reno, Nevada, March, pp 289–296
Ali MM, Nowatzki EA, Myers DE (1989) Geostatistical methods to predict collapsing soil,Vol. VII, No. (2), In: Proceedings of the XII ICSMFE, Rio de Janeiro, Brazil, pp 567–570
Ali MM, Nowatzki EA, Myers DE (1990) Probabilistic analysis of collapsing soil by indicator kriging. Int J Math Geol 22(1):15–38CrossRef
Baecher GB, Christian JT (2003) Reliability and statistics in geotechnical engineering. John Wiley and Sons, London and New York
Christian JT (2004) Geotechnical engineering reliability: how well do we know what we are doing ? Geotech geoenvi, Engg ASCE 130(10):985–1003CrossRef
Clemence SP, Finbarr AO (1981) Design considerations for collapsible soils. J Geotech Engg Div ASCE 107(GT3):305–317
Clevenger W (1958) Experience with loess as foundation material. Trans ASCE 123:151–170
Day RW (2001) Soil testing manual, 1st edn. McGraw Hill, NewYork
Denosov NY (1951) The engineering properties of loess and loess loams, Gosstroiizdat, Moscow. Osnov Fudam Mech Grunt 5:5–8
Gibbs HJ (1961) Properties which divide loose and dense uncemented soil, US Bureau of Reclamation, Report No. EM-608, Denver, Co
Haldar A, Mahadevan S (2000) Probability, reliability and statistical methods in engineering design. John Wiley & Sons, New York
Handy RL (1973) Collapsible loess in Iowa. Proc Soil Sci Soc America 37:281–284CrossRef
Herman ME (1967) Factor analysis. John Wiley & Sons, New York
Jennings JE, Knight K (1957) The additional settlement of foundations due to collapse of structure of sandy subsoils on wetting, vol 1. In: Proceedings of the 4th ICSMFE, London, pp 316–319
Mansour Zaid M, Chik Z, Taha MR (2008) On the procedure of soil collapse potential evaluation. J Soil Sci 8(23):443–4439
Nathabandu T, Kottegoda, Rosso Renzo (1998) Statistics, probability, and reliability for civil and environmental engineers. McGraw-Hill International edition, New York
Nowatzki EA, Ali MM, DE Myers (1989) A use of geostatistics to predict the occurrence of collapsing soil, vol 1. In: Proceedings of the F.E. Congress, ASCE, pp 176–190
Sabbagh AO (1982) Collapsing soil and their clay mineralogy in Tucson, Arizona. M.S. Thesis, University of Arizona, Tucson
Snethen DR (1984) Evaluation of expedient methods for identification and classification of potentially expansive soils. In: Proceedings of the 5th international conference on expansive soils, Adelaide, pp 22–26
Snethen DR, Johnson, LD, Patrick DM (1977) An evaluation of expedient methodology for identification of potentially expansive soils, Report No. FHWA-RD-77-94. US army Engineers Waterways Experiment Stations, Vicksburg, MS
Weston DJ (1980) Expansive roadbed treatment for Southern Africa, vol 1. In: Proceedings of the 4th international conference on expansive soils, pp 339–360
Yen BC, Scanlon B (1975) Sanitary landfill settlement rates. J Geotech Engg Div ASCE 101(GT5):475–487
Metadaten
Titel
Identifying and Analyzing Problematic Soils
verfasst von
M. M. Ali
Publikationsdatum
01.05.2011
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 3/2011
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-010-9380-y

Weitere Artikel der Ausgabe 3/2011

Geotechnical and Geological Engineering 3/2011 Zur Ausgabe

Original paper

Application of Artificial Intelligence to Maximum Dry Density and Unconfined Compressive Strength of Cement Stabilized Soil

Original paper

Hydraulic Conductivity Tests for Evaluating Compatibility of Lateritic Soil—Fly Ash Mixtures with Municipal Waste Leachate

Original paper

Seismic Passive Earth Pressure on Walls with Bilinear Backface Using Pseudo-Dynamic Approach

Original paper

Importance of Experimental Testing for Damage Identification of Existing Buildings in Egypt

Original paper

Analyses of the Distribution and Nature of the Natural Cementation of Quaternary Sediments: The Case of the Turin Subsoil (Italy)

Original paper

Role of the Damping Ratio of Reinforcement on the Behaviour of Geogrids-Reinforced Systems