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S. Kibria, S. Saeed and A. Akbar, “A Comparative Study of Pile-Anchor Support System for Deep Excavations in Lahore,” Proceeding of the International Conference on Geotechnical Engineering, Lahore, 5-6 November 2010, pp. 121-128.

has been cited by the following article:

• TITLE: Geotechnical and Mineralogical Characterization of Soils Derived from Schist along Shango-Chanchaga Highway, Minna, Central Nigeria

  AUTHORS: Salome Hephzibah Waziri, Abdullahi Idris-Nda, Irmiya Samson Amoka, Yusuf Ishaq

  KEYWORDS: Minerals; Petrographic Characteristics; Rock; Soil

  JOURNAL NAME: Journal of Minerals and Materials Characterization and Engineering, Vol.1 No.6, November 27, 2013

  ABSTRACT: Geotechnical studies were carried out on soils from Shango-Chanchaga highway in Minna, in relation to the petrographic characteristics of the parent rock. Samples were obtained from 5 trial pits at 1 km interval for geotechnical analysis. The moisture content varies from 35.0% to 58.5%, liquid limit ranges from 29.0% to 43.0%, plastic limit ranges between 9.0% and 26.5%, while plasticity index ranges from 12.0 to 33.5. The optimum moisture content (OMC) ranges from 12.0 to 14.0, and California Bearing Ratio (CBR) ranges from 2 to 21. The diffractograms showed that the dominant minerals were clinochore (Mg,Fe)6(Si,Al)4O10(OH)8, quartz (SiO2), cordierite (Mg2Al4Si5O18Ar0.625), and albite (Na0.98Ca0.02Al1.02Si2.98O18). The results showed that there exists a relationship between the mineral composition, the texture of the rock, and the geotechnical characteristics of the soil types.