Very soft organic clay applied for road embankment modelling and optimisation approach : DISSERTATION submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the Degree of DOCTOR, to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands için kapak resmi
Başlık:
Very soft organic clay applied for road embankment modelling and optimisation approach : DISSERTATION submitted in fulfillment of the requirements of the Board for Doctorates of Delft University of Technology and of the Academic Board of the UNESCO-IHE Institute for Water Education for the Degree of DOCTOR, to be defended in public on Tuesday March 11, 2008 at 10.00 hours in Delft, the Netherlands
Yazar:
Limsiri, Cheevin.
ISBN:
9781439828533
Yayın Bilgileri:
Leiden : Taylor & Francis, 2008.
Fiziksel Tanımlama:
xii, 153 p. : ill. (some col.)
İçerik:
Introduction -- Soil improvement methods considered -- Construction equipment and cost analysis -- Optimisation -- Optimisation analysis -- Field test -- Main findings and outlook.
Konu Terimleri:
Soil stabilization.

Clay -- Analysis.

Embankments.

Roads -- Foundations.
Elektronik Erişim:
Distributed by publisher. Purchase or institutional license may be required for access.
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