Mixing Processes for Ground Improvement by Deep Mixing. Stefan Larsson. Page Line. Printed. Should be. 5. 8 f.t.. Štìrbáèek & Tausk 1965 .... Page 158 ...
1(2) Errata Mixing Processes for Ground Improvement by Deep Mixing Stefan Larsson Page 5 20 21 23 27 28 30 214 8 8 19 19 19 19 21 21 23 25 26 29
Line 8 f.t. fig. cap. fig. cap. fig. cap. fig. cap. fig. cap. fig. cap. ref. 17 f.b. 4 f.b. 5 f.t. 17 f.b. 10 f.b. 6 f.b. 7 f.t. 14 f.t. 3 f.t. 13 f.t. 11 f.t. 7 f.t.
Printed Štìrbáèek & Tausk 1965 -“-“-“-“-“-“-“Šterbácek & Tausk 1965 -“-“-“-“-“-“-“-“-“-“-“-
12 24
11 f.t. 4 f.b.
…deformations g Hold (1982)… reference to Fig. 3.7 is missing
34
13 f.t.
Both mixtures are divided into 36 parts or sub-volumes each containing 16 white and 16 black particles.
34
18 f.t.
34 46 49 49 49
fig. cap. Fig. 5.1 8 f.t. 7 f.b. fig. cap. Fig. 5.5b x-axis Fig. 5.5b 7 f.t. fig. cap. 10 f.t. 21 f.t. 8 f.t. 12 f.t. 15 f.t. Table 6.1 fig. cap. Fig. 6.7-9
49 50 53 57 60 61 61 61 71 7374
Should be Šterbácek & Tausk 1965 -“-“-“-“-“-“-“Šterbácek & Tausk 1965 -“-“-“-“-“-“-“-“-“-“-“…deformations γ Hold (1982)… add: Fig. 3.7 shows the principle of an in-line static mixer. Both mixtures are divided into 36 parts or subvolumes.
Rielly 1994 Unit on the x-axis Fig. 5.4. (Fig. 5.4) particle concentration f
add: There are however eight white particles in average in each sample. Rielly et al. 1994 % of dry volume Fig. 5.5. should be deleted particle concentration φ
γ
γ&
Torrance (1986) Fig. 5.9 Portland Cement Association (1990) Fig 6.24a Porbaha (1998a) Porbaha et al. (1998, … EoroSoilStab 2002 Walter (1999) degree of mixedness a compressive strength s
Torrance (1987) Fig. 5.8 Portland Cement Association (1995) Fig 6.27a Porbaha (1998) Porbaha et al. (1998a, … EuroSoilStab 2002 Walter (1998) degree of mixedness α compressive strength σ
Trita-diss 3667, TRITA-JOB. PHD. 1004, Department of Civil and Architectural Engineering, Stockholm: KTH, 2003, xviii, 218 pp.
2(2) 85
2 f.b.
Holt & Freer-Hewish 1998, 2000,…
93 100
Fig. 6.29a Fig. 6.37 fig. cap. Fig. 6.44b fig. cap. fig. cap. 11 f.t. fig. cap. 12 f.b. 7 f.b. 2 f.b. 2 f.b. 2 f.b. Table 8.5 footnote footnote
(Larsson 1999) (Isobe 1996)
Holt & Freer-Hewish 1998, Holt et al. 2000,… (Larsson, R. 1999) (Isobe et al. 1996)
(Kitazume and satoh 2003)
(Kitazume & Satoh 2003)
(Bachy 1999) (Larsson S. 1999, … Fig. 6.41 Omine et al. (1998) Porbaha et al. (1999) Larsson & Axelsson (1994) Ca2+ aij The w/wl -ratio is…
(Bachy 1996) (Larsson 1999b, … Fig. 6.50 Omine et al. (1998a) Porbaha et al. (1999a) Axelsson & Larsson (1994) Ca2+ aij 1) The w/wl -ratio is…
Sifficient mixture quality
Sufficient mixture quality
200
1 f.t. 2 f.b. fig. cap. 3 f.b. 2 f.b. ref.
(Larsson 1999, … average length average length coefficient of variation -“reference is missing
206 213 216
ref. ref. ref.
Karsastanev, D…. Sheller, P.O. and Reitmeiert, W. 2000. Viggiani, C.
(Larsson 1999b, … averaging length averaging length blade rotation number -“Barnes, H.A., Hutton, J.F. and Walters, K. 1989. An Introduction to Rheology. Rheology Series, Vol. 3. Elsevier. 199 pp. Karastanev, D…. Sheller, P.O. and Reitmeier, W. 2000. should be deleted
103 104 106 108 109 109 109 112 114 138 171198 174
177 180 180 188
detalj in Fig. 10..3
f.t. = from top, f.b. = from bottom fig. cap. = figure caption, ref. = reference
Trita-diss 3667, TRITA-JOB. PHD. 1004, Department of Civil and Architectural Engineering, Stockholm: KTH, 2003, xviii, 218 pp.
