Integrated Geophysical and Geotechnical Methods for Pre-Foundation Investigations at Lagos State University of Science and Technology, Ikorodu, Southwestern Nigeria
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Abstract
The recurrence of building collapses and resulting casualties is overwhelming in Lagos State as the state records the highest cases in recent times. This work used geophysical (Ground magnetic (GM) and Electrical resistivity imaging (ERI)) and geotechnical (Dynamic cone penetration test (DCPT)) methods in delineating the subsurface conditions for its competence in foundation structures. Ten profiles of 200 m ground magnetic data were collected at 2 m spacing likewise for Wenner arrays on each profile. DCPT data were collected at points 0 m, 50 m, 100 m,150 m, and 200m to the depth of 3 m on each of the profiles occupied by GM and ERI. The data obtained were processed and interpreted using RES2DINV software for ERI, Excel package for both Magnetic and DCPT. The ground magnetic results gives the minimum relative magnetic intensity as -1689.78 nT representing possible fault/fractured zone and maximum value of 2943 nTindicating area of competence for foundation structure. ERI results gives a resistivity value ranging from 2 Ωm – 7602 Ωm depicting four zones of incompetent/sub-competent clay/sandy clay, moderately competent clayey sand, competent sand and highly competent lateritic sand. DCPT results is in the average range 11.20% to 39.87% representing Clay materials fairly competent for foundation structures, sand and well graded gravel that is competent for construction purposes. To prevent building collapsed in the study area, areas of incompetent materials should be excavated, refill and compact with lateritic sand before foundation is put in place.
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