Deep soil mixing as a slope stabilization technique in Northland Allochthon residual clay soil : a thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy in the Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand / by Catherine M. Tatarniuk.

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035 |a (OCoLC)893012735 
040 |a CU  |b eng  |e rda  |c CU 
043 |a u-nz--- 
097 |3 Bib#:  |a 2043975 
100 1 |a Tatarniuk, Catherine M.,  |e author. 
245 1 0 |a Deep soil mixing as a slope stabilization technique in Northland Allochthon residual clay soil :  |b a thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy in the Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand /  |c by Catherine M. Tatarniuk. 
264 0 |c 2014. 
300 |a 1 online resource (xii, 316 pages) :  |b illustrations (chiefly colour) 
336 |a text  |2 rdacontent 
337 |a computer  |2 rdamedia 
338 |a online resource  |2 rdacarrier 
347 |a text file  |b PDF  |2 rda 
502 |a Thesis (Ph. D.)--University of Canterbury, 2014. 
504 |a Includes bibliographical references. 
650 0 |a Clay soils  |z New Zealand  |z Northland  |x Testing. 
650 0 |a Clay soils  |z New Zealand  |z Northland  |x Mathematical models. 
650 0 |a Soil structure  |z New Zealand  |z Northland. 
650 0 |a Slopes (Soil mechanics)  |z New Zealand  |z Northland  |x Stability. 
650 0 |a Soil stabilization  |z New Zealand  |z Northland. 
856 4 0 |u http://hdl.handle.net/10092/9648  |y Connect to electronic resource  |t 0 
945 |b DO NOT SET  |c Automatic 
991 |a 2014-09-29 
992 |a Created by fiwi, 29/09/2014. Updated by gewh, 14/10/2014. 
999 f f |i 89c5c2e2-24ad-5eab-ada0-cf962f71a39c  |s 88020e76-6a2f-5eab-9f8e-886a433a4c21  |t 0