Embankments on organic soils

More and more civil engineering constructions are being built on soft soils. As areas with better foundations are used up the necessity to be able to build structures on soft soils increases. The most troublesome of soft soils are organic soils due mainly to their high compressibility (much higher t...

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Bibliographic Details
Other Authors: Hartlén, Jan., Wolski, Wojciech.
Format: eBook
Language: English
Published: Amsterdam [The Netherlands] ; New York : Elsevier, 1996.
Series: Developments in geotechnical engineering ; 80.
Subjects:
Embankments.
Histosols.
Soil mechanics.
elektronické knihy
electronic books
ISBN: 9780080530819
9780444882738
Physical Description: 1 online zdroj (xxxi, 424 pages) : illustrations.

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008 080908s1996 ne a sb 001 0 eng d
020 |a 9780080530819  |q (ebook) 
020 |a 9780444882738 
035 |a (OCoLC)246692362  |z (OCoLC)162130798  |z (OCoLC)176054978  |z (OCoLC)441800923  |z (OCoLC)507060627  |z (OCoLC)647654595 
040 |a KNOVL  |b eng  |e pn  |c KNOVL  |d EBLCP  |d OCLCQ  |d OPELS  |d N$T  |d YDXCP  |d MERUC  |d IDEBK  |d ZCU  |d E7B  |d OCLCQ  |d KNOVL  |d OCLCO  |d KNOVL  |d OCLCF  |d OCLCQ  |d KNOVL 
245 0 0 |a Embankments on organic soils  |h [elektronický zdroj] /  |c edited by J. Hartlén and W. Wolski. 
260 |a Amsterdam [The Netherlands] ;  |a New York :  |b Elsevier,  |c 1996. 
300 |a 1 online zdroj (xxxi, 424 pages) :  |b illustrations. 
336 |a text  |b txt  |2 rdacontent 
337 |a počítač  |b c  |2 rdamedia 
338 |a online zdroj  |b cr  |2 rdacarrier 
490 1 |a Developments in geotechnical engineering ;  |v 80 
504 |a Includes bibliographical references and index. 
505 0 |a Organic soils / R. Larsson -- Site investigations / U. Bergdahl -- Laboratory investigations / Z. Lechowicz, A. Szymanski & T Baranski -- Stability analysis / Z. Lechowicz -- Analysis of subsoil deformations / A. Szymanski -- Methods of construction / J. Hartlén -- Load adjustment ; Replacement / P. Carlsten -- Staged construction / W. Wolski -- Lime and lime/cement columns ; Other methods / P. Carlsten. 
520 |a More and more civil engineering constructions are being built on soft soils. As areas with better foundations are used up the necessity to be able to build structures on soft soils increases. The most troublesome of soft soils are organic soils due mainly to their high compressibility (much higher than in mineral soils), and also their very low shear strength. The large diversity of organic soils with respect to their origin as well as their properties make classification, testing, and engineering prediction of behaviour, very difficult. For this reason, engineers try, in general, to avoid constructing on deep layers of organic soils. If forced, by necessity, to do so, they manage with light structures e.g. embankments or low buildings. The authors of this book have been involved in a joint research project on the testing of embankments on organic soils. This was carried out in the North-Western part of Poland by the Swedish Geotechnical Institute and the Department of Geotechnics of Warsaw Agricultural University. The results of their research is presented in this new book and provides a valuable insight into this growing area in the field of engineering geology. 
590 |a Knovel Library  |b ACADEMIC - Earth Sciences 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity 
650 0 |a Embankments. 
650 0 |a Histosols. 
650 0 |a Soil mechanics. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Hartlén, Jan. 
700 1 |a Wolski, Wojciech. 
776 0 8 |i Print version:  |t Embankments on organic soils.  |d Amsterdam [The Netherlands] ; New York : Elsevier, 1996  |z 0444882731  |w (DLC) 96038474  |w (OCoLC)35280767 
830 0 |a Developments in geotechnical engineering ;  |v 80. 
856 4 0 |u https://proxy.k.utb.cz/login?url=http://app.knovel.com/hotlink/toc/id:kpEOS0000M/embankments_on_organic_soils  |y Plný text 
992 |a BK  |c KNOVEL 
999 |c 78339  |d 78339 
993 |x NEPOSILAT  |y EIZ 

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