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Geotechnical properties and behaviour of pliocene marl in Nicosia, Cyprus : engineering geology of cohesive soils associated with ophiolites with particular reference of Cyprus / P. R. N. Hobbs, G. Loucaides and G. Petrides.

Κατά: Συντελεστής(ές): Τύπος υλικού: ΚείμενοΚείμενοΣειρά: Engineering Geology & Reservoir : Properties Research Group : report EGARP-KW/86/1 : GSD report G/EG/12Λεπτομέρειες δημοσίευσης: Nicosia: United Kingdom Geological Survey Department, Ministry of Agriculture & Natural Resources, British Geological Survey, Natural Environment Research Council 1986. Περιγραφή: 56 p., 36 appendix : ill., maps, tables ; 30 cmΘέμα(τα): Ταξινόμηση DDC:
  • 551.7885693
Περίληψη: This report describes the results of a field and laboratory study to investigate and characterise the geotechnical properties and engineering behaviour of the Pliocene marls in greater Nicosia, south of the UN 'Green Line'. Following a review of the literature and pre-existing data, the field survey undertaken included the logging of cut sections and excavations and the drilling of 11 augered boreholes to obtain undisturbed 100mm diameter samples for laboratory analysis and geotechnical testing. Standpipe piezometers were installed in the boreholes to monitor perennial water levels. Construction sites, damaged buildings and excavations were examined to ascertain whether the effects of surface and ground water, particularly with regard to swelling/shrinkage of the marl foundation, significantly contributed to foundation distress and excavation instability.
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Τύπος τεκμηρίου Τρέχουσα βιβλιοθήκη Συλλογή Ταξιθετικός αριθμός Κατάσταση Σημειώσεις Ημερομηνία λήξης Barcode
Books Books Βιβλιοθήκη Τμήματος Γεωλογικής Επισκόπησης = Geological Survey Department Library Main R551.7885693 HOB (Περιήγηση στο ράφι(Άνοιγμα παρακάτω)) Διαθέσιμο Μόνο για εσωτερικό δανεισμό GSD00003925

This report describes work carried out using funds provided by the Overseas Development Administration, U. K.

Includes bibliographical references (p. 48-56).

This report describes the results of a field and laboratory study to investigate and characterise the geotechnical properties and engineering behaviour of the Pliocene marls in greater Nicosia, south of the UN 'Green Line'. Following a review of the literature and pre-existing data, the field survey undertaken included the logging of cut sections and excavations and the drilling of 11 augered boreholes to obtain undisturbed 100mm diameter samples for laboratory analysis and geotechnical testing. Standpipe piezometers were installed in the boreholes to monitor perennial water levels. Construction sites, damaged buildings and excavations were examined to ascertain whether the effects of surface and ground water, particularly with regard to swelling/shrinkage of the marl foundation, significantly contributed to foundation distress and excavation instability.

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