Abstract

A new method is described for the reconstitution of cement-treated specimens of sand and silt for laboratory strength tests. Saturation of the slurry mix is attained through boiling the sand fraction at atmospheric pressure, boiling the silt fraction at a pressure that is reduced to a vacuum of 80 kPa, and mechanised blending of cement into the combined soil fractions in a rigid-walled former that is subjected to the same vacuum pressure. Reproducibility of the method is demonstrated from tests on four identical homogeneous specimens that yield a very narrow range in water content, bulk density, and unconfined compression strength. It is further evident in the trend of increasing strength with normalized cement content in those data.

References

1.
Åhnberg
,
H.
,
Johansson
,
S.-E.
,
Pihl
,
H.
, and
Carlsson
,
T.
,
2003
, “
Stabilising Effects of Different Binders in Some Swedish Soils
,”
Ground Improv
, Vol.
7
(
1
), pp.
9
23
.
2.
ASTM D 1632-06,
2007
, “
Standard Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory
,” Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.
3.
ASTM D 1633-00,
2007
, “
Standard Test Methods for Compressive Strength of Molded Soil-Cement Cylinders
,” Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.
4.
Brunner
,
W. G.
,
Fiorotto
,
R.
,
Stotzer
,
E.
, and
Schopf
,
M.
,
2006
, “
The Innovative CSM-Cutter Soil Mixing for Constructing Retaining and Cut-Off Walls
,”
Proceedings, ASCE GeoCongress 2006
, Atlanta, GA, Feb. 26–March 1,
Degroot
D. J.
,
DeJong
J. T.
,
Frost
J. D.
, and
Baise
L. G.
, Eds.,
ASCE
,
VA
, pp. 1–6.
5.
Coastal Development Institute of Technology (CDIT) Japan
,
2002
,
The Deep Mixing Method: Principle, Design And Construction
,
A.A. Balkema Publishers
,
Lisse, The Netherlands
, 123p.
6.
Fannin
,
R. J.
,
Vaid
,
Y. P.
, and
Shi
,
Y. C.
,
1994
, “
Observations on the Gradient Ratio Test
,”
Geotech. Test. J.
 0149-6115, Vol.
17
(
1
), pp.
35
42
. https://doi.org/10.1520/GTJ10070J
7.
Federal Highway Administration
,
2000
, “
An Introduction to the Deep Mixing Method as Used in Geotechnical Applications
,” Document No. FHWA-RD-99-138, Geosystems, L. P., FHWA, McLean, VA, 135p.
8.
Filz
,
G. M.
,
Hodges
,
D. K.
,
Weatherby
,
D. E.
, and
Marr
,
W. A.
,
2005
, “
Standardized Definitions and Laboratory Procedures for Soil-Cement Specimens Applicable to the Wet Method of Deep Mixing
,”
Proceedings, Geo-Frontiers 2005
, Austin, TX, Jan. 24–26,
ASCE
,
Reston, VA
, pp.
1643
1655
.
9.
Hodges
,
D. E.
,
Filz
,
G. M.
, and
Weatherby
,
D. E.
,
2004
,
Laboratory Curing, Mixing, and Strength Testing of Soil-Cement Specimens Applicable to the Wet Method of Deep Mixing
,
Center for Geotechnical Practice and Research, Virginia Polytechnical Institute and State University
,
Blacksburg, MS
, 137p.
10.
Jacobson
,
J.
,
2002
, “
Factors Affecting Strength Gain in Lime-Cement Columns and Development of a Laboratory Testing Procedure
,” M.Sc. thesis,
Virginia Polytechnical Institute and State University
, Blacksburg, MS, 83p.
11.
Larsson
,
S.
,
2005
, “
State-of-the-Practice Report: Execution, Monitoring and Quality Control
,”
Proceedings of the International Conference on Deep Mixing Best Practice and Recent Advances
,
Swedish Deep Stabilization Research Centre
,
Stockholm
, Vol.
2
, pp.
732
785
.
12.
Lewsley
,
G.
,
2008
, “
On the Strength of Saturated Cement-Treated Soil, Reconstituted by Wet-Mixing
,” M.A.Sc. thesis,
University of British Columbia
, Vancouver, Canada, 110p.
13.
Lum
,
K. K. Y.
,
1979
, “
Stability of the Kamloops Silt Bluffs
,” M.A.Sc. thesis,
University of British Columbia
, Vancouver, Canada, 124p.
14.
Shen
,
S.
,
Han
,
J.
, and
Miura
,
N.
,
2004
, “
Laboratory Evaluation of Mixing Energy Consumption and Its Influence on Soil-Cement Strength
,”
Transp. Res. Rec.
 0361-1981, Vol.
1868
, pp.
23
30
. https://doi.org/10.3141/1868-03
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