Browsing ERU - 2003 by Author "Peiris, TA"

Sort by: Order: Results:

  • Kugan, R; Puswewala, UGA; Kulathilaka, SAS; Peiris, TA [Conference-Extended-Abstract]
    The first rational theory to explain the settlements occurring in saturated clays was the 1- D theory of consolidation proposed by Terzaghi (1925). One of the main advantages of the theoretical modelling of consolidation ...
  • Rathnasiri, RM; Peiris, TA; Puswewala, UGA [Conference-Extended-Abstract]
    In model soil slope studies as related to Geotechnical Engineering. the engineers arc interested in the failure surface and the maximum shear strength developed there upon failure. Monitoring the displacements and strains ...