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ASTM Selected Technical Papers
Constructing and Controlling Compaction of Earth FillsAvailable to Purchase
By
DW Shanklin
DW Shanklin
1
USDA Natural Resources Conservation Service
;
Fort Worth, TX symposium chairman and STP editor
.
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JR Talbot
JR Talbot
2
GEI Consultants, Inc.
?
Raleigh, NL symposium co-chairman and STP editor
Search for other works by this author on:
KR Rademacher
KR Rademacher
3
Foster Wheeler Environmental Corporation
;
Golden, CO symposium co-chairman and STP editor
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ISBN-10:
0-8031-2859-2
ISBN:
978-0-8031-2859-0
No. of Pages:
352
Publisher:
ASTM International
Publication date:
2000

The United States Department of the Interior, Bureau of Reclamation has a long history of development of large water supply projects in the western United States. Reclamation developed unique earthwork control techniques such as the Rapid Method of Construction Control. The Rapid Method is a three-point impact compaction test based on standard impact compaction energy level, and is performed on an adjusted wet density basis thus alleviating the need for water content determinations. Each soil sample from the in-place density test is tested using the Rapid Method to assure accurate determination of degree of compaction. Reclamation also uses the relative density for cohesionless soil and has developed a new vibratory hammer test for maximum density. Technology transfer has been accomplished through publications such as the Earth Manual, and by active participation with ASTM, resulting in standardization of many test methods. This paper will review Reclamation procedures and discuss current trends in earthwork construction control.

1.
Bureau of Reclamation
,
1990
,
Earth Manual
, Part II, Third Edition, Test Procedures, Reclamation,
US Department of Interior, U.S. Government Printing Office
,
Washington D.C
.
2.
Bureau of Reclamation
,
1974
,
Earth Manual
, Part I, Second Edition,
US Department of Interior, U.S. Government Printing Office
,
Washington D.C.
,
1974
, Third Edition in print 1999.
3.
Bureau of Reclamation
,
1977
,
Design of Small Dams
, Revised Reprint,
US Department of Interior, U.S. Government Printing Office
,
Washington D.C
.
4.
Bureau of Reclamation
,
1976
,
Moisture Density Relationships of Soils
, Training Manual #1,
Denver CO.
5.
Bureau of Reclamation
,
1976
,
Earthwork Construction Control
, Training Manual #2,
Denver CO.
6.
Bureau of Reclamation
,
1976
,
Rapid Method of Earthwork Construction Control
, Training Manual #3,
Bureau, Denver CO
.
7.
Proctor
,
R. R.
,
31
08
1933
, “
Fundamental Principles of Soil Compaction
,”
Engineering News Record
 0143-3857, Vol.
III
, No.
9
, pp. 245–248.
8.
Proctor
,
R. R.
,
07
09
1933
, “
Description of Field and Laboratory Methods
,”
Engineering News Record
 0143-3857, Vol.
III
, No.
10
, pp. 286–289.
9.
Proctor
,
R. R.
, September, 21 1933, “
Field and Laboratory Verification of Soil Suitability
,”
Engineering News Record
 0143-3857, Vol.
III
, No.
12
, pp.348–351.
10.
Proctor
,
R. R.
,
28
09
1933
, “
New Principals Applied to Actual Dam Building
,”
Engineering News Record
 0143-3857, Vol.
III
, No.
13
, pp. 372–376.
11.
Proctor
,
R. R.
,
02
1948
, “
Laboratory Compaction Methods, Penetration Resistance Measurements, and the Indicated Saturation Penetration Resistance
,” Paper 3.8, Second International Conference on Soil Mechanics and Foundation Engineering.
12.
Gould
,
J. P.
,
03
1954
, “
Compression Characteristics of Rolled Fill Materials in Earth Fill Dams
,” Technical Memorandum 648,
United States Department of the Interior, Bureau of Reclamation
,
Denver CO
.
13.
Gould
,
J. P.
,
03
1959
, “
Construction Pore Pressures Observed in Rolled Earth Dams
,” Technical Memorandum 650,
United States Department of the Interior, Bureau of Reclamation
,
Denver CO
.
14.
Gibbs
,
H. J.
,
Hilf
,
J. W.
,
Holtz
,
W. G.
, and
Walker
,
F. C.
,
06
1960
, “
Shear Strength of Cohesive Soils
,” Research Conference on Shear Strength of Cohesive Soils,
Soil Mechanics and Foundations Division, ASCE
,
Boulder, CO
.
15.
Hilf
,
J. W.
,
04
1957
, “
Compacting Earth Dams With Heavy Tamping Rollers
,”
Journal of the Soil Mechanics and Foundations Division, ASCE
 0044-7994,
83
, No.
SM-2
, Paper No. 1205.
16.
Van Nostrand Reinhold Company
,
1975
,
Foundation Engineering Handbook
, Chapter 7, “
Compacted Fill
,” New York, NY.
17.
Hilf
,
J. W.
,
1981
, “
A Rapid Method of Construction Control for Embankments of Cohesive Soil
,” Engineering Monograph No. 26,
U.S Department of the Interior, Bureau of Reclamation
, fifth printing,
Denver, CO
.
18.
Pettibone
,
H. C.
,
1961
., “
Development of a Maximum Density Test for Cohesionless Soil by a Vibratory Method
,” Earth Laboratory Report No. EM-557,
Bureau of Reclamation
, Denver, CO.
19.
American Society for Testing and Materials
,
06
1972
, “
Evaluation of Relative Density and It's Role in Geotechnical Projects Involving Cohesionless Soils
,” Selig/Ladd Eds., Special Technical Publication STP 523, West Conshohocken, PA.
20.
Kaufman
,
L. P.
,
Strickland
,
E.A.
, and
Benavidez
,
A. A.
,
09
1979
, “
Suggested Method for the Calibration of Vibrating Tables for Maximum Index Density Testing
,”
Geotechnical Testing Journal, ASTM
, Vol
2
, No
3
, pp. 152–157.
21.
British Standards Institute
,
1975
, BS 1924:
1975
Methods of Test for Stabilized Soils
, London, 95 p..
22.
British Standards Institute
,
1980
, BS 5835: Part 1:
1980
Recommendations for the Testing of Aggregates, Part 1. Compactibility test for graded aggregates
, London, 14 p.
23.
British Standards Institute
,
1975
, BS 1377:
04
1975
-
Methods of test for Soils for Civil Engineering Purposes
, London, 143 p.
24.
Felt
,
E. J.
,
1959
,
Laboratory Methods of Compacting Granular Soils
,”
Symposium on Application of Soil Testing In Highway Design and Construction
, ASTM STP 239,
American Society for Testing and Materials
, pp. 89–110.
25.
Fohs
,
D. G.
,
Blystone
,
J. R.
, and
Smith
,
P. C.
,
11
1972
,
A Vibratory Compaction Test Method for Granular Materials
, Report Bi, FHWA-RD-72-43,
Federal Highway Administration
, Washington, DC, 60 p.
26.
Benavidez
,
A. J.
, and
Young
,
R. A.
,
1992
, “
USBR Study to Evaluate Effect of Vibration Method on Maximum Index Dry Unit Weight of Cohesionless Soil
,” Draft Report R-92-xx,
Materials Engineering Branch, Research and laboratory Services Division, Bureau of Reclamation
, Denver CO.
27.
Bureau of Reclamation
,
1992
, USBR Test Procedure USBR 5535-94, “
Determining the Maximum Index Unit Weight of Cohesionless Soils Using Vibratory Hammer
,” Draft, Future addition to reference [] above.
Earth Sciences Laboratory
,
Denver CO
.
28.
Lee
,
K. L.
, and
Singh
,
A.
,
07
1971
, “
Relative Density and Relative Compaction
,” Soil Mechanics and Foundations Division,
American Society of Civil Engineers
, Vol.
97
, No.
SM7
.
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