Abstract

The objective of this research was to investigate the potential for the Harvard Miniature Compaction Apparatus (HMCA) to replace that of Proctor compaction for fine-grained soils by equating the applied energy of the two compaction methods. The HMCA tamper rod includes a spring, so the energy applied by the HMCA was developed by calculating the potential energy of the spring. The displacement of the spring was adjusted to provide reduced energy (300 kN-m/m3 [6,200 ft-lbf/ft3]), standard energy (600 kN-m/m3 [12,400 ft-lbf/ft3]), or modified energy (2,700 kN-m/m3 [56,250 ft-lbf/ft3]). Soil moisture content and dry unit weight curves were developed for compacted specimens using two fine-grained soils prepared using both methods. The best comparisons between the methods occurred at low energy levels. At standard energy for a red clay, there was a 0.40 % and 0.35 % difference in optimum moisture content and maximum dry unit weight, respectively. Similarly, at reduced energy for kaolinite, there was a 0.52 % and 0.73 % difference for the optimum moisture content and maximum dry unit weight, respectively. Based on the results of this research, there is potential for the HMCA, with potential energy adjustments, to be used in place of traditional compaction for fine-grained soil specimens, which can reduce the resources needed to conduct the compaction tests.

References

1.
ASTM International.
2012
.
Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)) (Superseded)
. ASTM D698-12e2(2012). West Conshohocken, PA:
ASTM International
, approved May 1, 2012. https://doi.org/10.1520/D0698-12E02
2.
ASTM International.
2012
.
Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)) (Superseded)
. ASTM D1557-12e1(2012). West Conshohocken, PA:
ASTM International
, approved May 1, 2012. https://doi.org/10.1520/D1557-12E01
3.
ASTM International.
2014
.
Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer
. ASTM D854-14(2014). West Conshohocken, PA:
ASTM International
, approved May 1, 2014. https://doi.org/10.1520/D0854-14
4.
Daniel
,
D. E.
and
Benson
C. H.
.
1990
. “
Water Content-Density Criteria for Compacted Soil Liners
.”
Journal of Geotechnical Engineering
116
, no. 
12
(December):
1811
1830
. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:12(1811)
5.
Johnson
,
A. W.
and
Sallberg
J. R.
.
1962
. “
Factors Influencing Compaction Test Results
.”
Highway Research Board Bulletin 319
.
Washington, DC
:
National Academy of Sciences - National Research Council
.
6.
Li
,
Z.-S.
,
Fleureau
J.-M.
, and
Tang
L.-S.
.
2017
. “
Aspects of Compaction and Drying–Wetting Curves of a Subgrade Clayey Soil
.”
Géotechnique
67
, no. 
12
(December):
1120
1126
. https://doi.org/10.1680/jgeot.16.T.010
7.
Olsen
,
J. M.
and
Leonard
B. D.
.
1982
. “
Strength of Compacted Specimens of a Calcareous Playa Lake Clay
.” In
Geotechnical Properties Behavior, and Performance of Calcareous Soils
, edited by
Demas
K. R.
and
Chaney
R. C.
,
310
319
.
West Conshohocken, PA
:
ASTM International
. https://doi.org/10.1520/STP28922S
8.
Proctor
,
R.
1933
. “
Fundamental Principles of Soil Compaction
.”
Engineering News-Record
111
, no. 
13
:
245
248
.
9.
Santos
,
L. A.
,
Lopes
S. L.
, and
Silva
J.
.
2019
. “
Difficulties of Using the Harvard Miniature Compaction Apparatus as a Reference Test in the Study of Soil Compaction
.” In
Geotechnical Engineering - Foundation of the Future: Proceedings of the XVII European Conference on Soil Mechanics and Geotechnical Engineering
,
1
6
.
Reykjavik, Iceland
:
The Icelandic Geotechnical Society
. https://doi.org/10.32075/17ECSMGE-2019-0620
10.
Sridharan
,
A.
and
Sivapullaiah
P. V.
.
2005
. “
Mini Compaction Test Apparatus for Fine Grained Soils
.”
Geotechnical Testing Journal
28
, no. 
3
(May):
240
246
. https://doi.org/10.1520/GTJ12542
11.
U.S. Army Corps of Engineers
.
1970
.
Laboratory Soils Testing, Engineer Manual EM-1110-2-1906
.
Washington, DC
:
U.S. Army Corps of Engineers
.
12.
Wilson
,
S. D.
1950
. “
Small Soil Compaction Apparatus Duplicates Field Results Closely
.”
Engineering News-Record
145
, no. 
18
(November):
34
36
.
13.
Wilson
,
S. D.
1970
. “
Suggested Method of Test for Moisture-Density Relations of Soils Using Harvard Compaction Apparatus
.” In
Special Procedures for Testing Soil and Rock for Engineering Purposes: Fifth Edition
, edited by
Gnaedinger
J. P.
and
Holtz
W. G.
,
101
103
.
West Conshohocken, PA
:
ASTM International
. https://doi.org/10.1520/STP38484S
This content is only available via PDF.
You do not currently have access to this content.