-
1
-
-
0032131367
-
Optimizing and multi-agent, multi-injected swell modifier
-
Transportation Research Board
-
Addison, M. B., and Petry, T. M. (1998). "Optimizing and multi-agent, multi-injected swell modifier." Transp. Res. Rec. 1611, Transportation Research Board, 38-45.
-
(1998)
Transp. Res. Rec. 1611
, pp. 38-45
-
-
Addison, M.B.1
Petry, T.M.2
-
2
-
-
0000928644
-
Ammonium fixation in soils
-
Allison, G. E., Kefauver, M., and Roller E. M. (1953). "Ammonium fixation in soils." Proc., Soil Science Society of America, Vol. 17, 107-110.
-
(1953)
Proc., Soil Science Society of America
, vol.17
, pp. 107-110
-
-
Allison, G.E.1
Kefauver, M.2
Roller, E.M.3
-
3
-
-
0346192351
-
Discussion of engineering properties of expansive clays
-
separate no. 658
-
Altmeyer, W. T. (1955). "Discussion of engineering properties of expansive clays." Proc., ASCE, 81 (separate no. 658), 17-19.
-
(1955)
Proc., ASCE
, vol.81
, pp. 17-19
-
-
Altmeyer, W.T.1
-
4
-
-
0346192353
-
Accelerated curing for lime-stablized soil
-
Highway Research Board, National Research Council, Washington, D.C
-
Anday, M. C. (1961). "Accelerated curing for lime-stablized soil. " HRB Bulletin 304, Highway Research Board, National Research Council, Washington, D.C., 1-13.
-
(1961)
HRB Bulletin 304
, pp. 1-13
-
-
Anday, M.C.1
-
5
-
-
0348083747
-
Curing lime-stabilized soils
-
Highway Research Board, National Research Council, Washington, D.C
-
Anday, M. C. (1963). "Curing lime-stabilized soils." HRB Record 29, Highway Research Board, National Research Council, Washington, D.C., 13-26.
-
(1963)
HRB Record 29
, pp. 13-26
-
-
Anday, M.C.1
-
6
-
-
0347453669
-
Lime stabilization of organic soils
-
Louisiana State Univ., Baton Rouge, La
-
Arman, A. and Munfakh, G. A. (1970). "Lime stabilization of organic soils. " Engineering Research Bulletin No. 103, Louisiana State Univ., Baton Rouge, La.
-
(1970)
Engineering Research Bulletin No. 103
-
-
Arman, A.1
Munfakh, G.A.2
-
7
-
-
0001566553
-
The effect of interlayer cations on the expansion of mica-type crystal lattice
-
Barshad, I. (1950). "The effect of interlayer cations on the expansion of mica-type crystal lattice." Am. Mineral., 35, 225-238.
-
(1950)
Am. Mineral.
, vol.35
, pp. 225-238
-
-
Barshad, I.1
-
8
-
-
0001784881
-
Soil treatment for foundations on expansive clays
-
B. M. Das, ed., ASCE, New York
-
Blacklock, J. R., and Pengelly, A. D. (1988). "Soil treatment for foundations on expansive clays." Special topics in foundations, B. M. Das, ed., ASCE, New York, 73-92.
-
(1988)
Special Topics in Foundations
, pp. 73-92
-
-
Blacklock, J.R.1
Pengelly, A.D.2
-
9
-
-
0346192352
-
Lime slurry pressure injection bulletin
-
National Lime Association, Arlington, Va
-
Boynton, R. S., and Blacklock, J. R. (1986). "Lime slurry pressure injection bulletin." Bulletin No. 331, National Lime Association, Arlington, Va.
-
(1986)
Bulletin No. 331
-
-
Boynton, R.S.1
Blacklock, J.R.2
-
10
-
-
0004297602
-
-
Research Rep. 1994-5, Texas Transportation Institute, Texas A and M Univ., College Station, Tex
-
Bredenkamp, S., and Lytton, R. L. (1995). "Reduction of sulfate swell in expansive clay subgrades in the Dallas district." Research Rep. 1994-5, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
-
(1995)
Reduction of Sulfate Swell in Expansive Clay Subgrades in the Dallas District
-
-
Bredenkamp, S.1
Lytton, R.L.2
-
11
-
-
1542683549
-
-
Building Research Advisory Board (BRAB). National Academy of Sciences Rep. No. 33 to Federal Housing Administration, Publ. 1571, NTIS No. PB-261 551, Washington, D.C
-
Building Research Advisory Board (BRAB). (1968). "Criteria for selection and design of residential slabs-on-ground." National Academy of Sciences Rep. No. 33 to Federal Housing Administration, Publ. 1571, NTIS No. PB-261 551, Washington, D.C.
-
(1968)
Criteria for Selection and Design of Residential Slabs-on-ground
-
-
-
12
-
-
0001055783
-
Reactivity of clay minerals with acids and alkalines
-
Carroll, D., and Starkey, H. C. (1971). "Reactivity of clay minerals with acids and alkalines." Clays Clay Miner., 19, 321-333.
-
(1971)
Clays Clay Miner.
, vol.19
, pp. 321-333
-
-
Carroll, D.1
Starkey, H.C.2
-
13
-
-
0001395920
-
The structure of clay and its importance in foundation engineering
-
Casagrande, A. (1932). "The structure of clay and its importance in foundation engineering." J. Boston Soc. of Civil Engrs., 19(4), 168-209.
-
(1932)
J. Boston Soc. of Civil Engrs.
, vol.19
, Issue.4
, pp. 168-209
-
-
Casagrande, A.1
-
14
-
-
0348083746
-
The basic physical property of expansive soils
-
Chen, F. H. (1973). "The basic physical property of expansive soils." Proc., 3rd Int. Conf. on Expansive Soils, Vol. 1, 17-25.
-
(1973)
Proc., 3rd Int. Conf. on Expansive Soils
, vol.1
, pp. 17-25
-
-
Chen, F.H.1
-
16
-
-
1642396446
-
-
Colorado Department of Highways and University of Colorado. Colorado State Department of Highways, Denver
-
Colorado Department of Highways and University of Colorado. (1964). "A review of the literature on swelling soils." Colorado State Department of Highways, Denver.
-
(1964)
A Review the Literature on Swelling Soils
-
-
-
17
-
-
0346822952
-
-
CTL/Thompson, Inc. The Metropolitan Government Pavement Engineers Council, Denver
-
CTL/Thompson, Inc. (1998). "Pavement design standards and construction specifications." Prepared for the Metropolitan Government Pavement Engineers Council, Denver.
-
(1998)
Pavement Design Standards and Construction Specifications
-
-
-
18
-
-
0003771279
-
-
FJSL-TR-76-0006, Frank J. Seiler Research Laboratory, United States Air Force Academy, Colorado Springs, Colo
-
Currin, D. D., Allen, J. J., and Little, D. N. (1976). "Validation of the soil stabilization index system with manual development." FJSL-TR-76-0006, Frank J. Seiler Research Laboratory, United States Air Force Academy, Colorado Springs, Colo.
-
(1976)
Validation of the Soil Stabilization Index System With Manual Development
-
-
Currin, D.D.1
Allen, J.J.2
Little, D.N.3
-
19
-
-
0000326792
-
Soil pulverization and lime migration in soil lime stabilization
-
Highway Research Board, National Research Council, Washington, D.C
-
Davidson, L. K., Demeril T., and Handy R. L. (1965). "Soil pulverization and lime migration in soil lime stabilization." HRB Record 92, Highway Research Board, National Research Council, Washington, D.C., 103-126.
-
(1965)
HRB Record 92
, pp. 103-126
-
-
Davidson, L.K.1
Demeril, T.2
Handy, R.L.3
-
20
-
-
0023003901
-
Climatic-materials-structural pavement analysis program
-
Transportation Research Board, Washington, D.C
-
Dempsey, B. J., Herlache, W. A., and Patel A. J. (1986). "Climatic-materials-structural pavement analysis program." Transp. Res. Rec. No. 1095, Transportation Research Board, Washington, D.C., 111-123.
-
(1986)
Transp. Res. Rec. No. 1095
, pp. 111-123
-
-
Dempsey, B.J.1
Herlache, W.A.2
Patel, A.J.3
-
21
-
-
0001869656
-
Mechanisms of soil-lime stabilization: An interpretive review
-
Highway Research Board, National Research Council, Washington, D.C
-
Diamond, S., and Kinter, E. B. (1965). "Mechanisms of soil-lime stabilization: An interpretive review." HRB Record 92, Highway Research Board, National Research Council, Washington, D.C., 83-101.
-
(1965)
HRB Record 92
, pp. 83-101
-
-
Diamond, S.1
Kinter, E.B.2
-
22
-
-
0346822951
-
Compaction control solves heaving clay problems
-
Dubose, L. A. (1955). "Compaction control solves heaving clay problems." Civil Eng., 25, 232-233.
-
(1955)
Civil Eng.
, vol.25
, pp. 232-233
-
-
Dubose, L.A.1
-
23
-
-
0002667298
-
A quick rest to determine lime requirements for lime stabilization
-
Highway Research Board, National Research Council, Washington, D.C
-
Eades, J. E., and Grim, R. E. (1963). "A quick rest to determine lime requirements for lime stabilization." Highway Research Bulletin 139, Highway Research Board, National Research Council, Washington, D.C., 61-72.
-
(1963)
Highway Research Bulletin 139
, pp. 61-72
-
-
Eades, J.E.1
Grim, R.E.2
-
24
-
-
0002250865
-
Formation of new minerals with lime stabilization as proven by field experiments in Virginia
-
National Research Council, Washington, D.C
-
Eades, J. E., Nichols, F. P., and Grim, R. E. (1963). "Formation of new minerals with lime stabilization as proven by field experiments in Virginia." Highway Research Bulletin 335, National Research Council, Washington, D.C.
-
(1963)
Highway Research Bulletin 335
-
-
Eades, J.E.1
Nichols, F.P.2
Grim, R.E.3
-
25
-
-
0348083745
-
-
U.S. Air Force Contract No. F29601-90-C-008, Air Force Weapons Laboratory, Texas A and M University, College Station, Tex
-
Epps, J. A., Dunlap, W. A., and Gallaway B. M., (1970). "Basis for the development of a soil stabilization index system." U.S. Air Force Contract No. F29601-90-C-008, Air Force Weapons Laboratory, Texas A&M University, College Station, Tex.
-
(1970)
Basis for the Development of a Soil Stabilization Index System
-
-
Epps, J.A.1
Dunlap, W.A.2
Gallaway, B.M.3
-
26
-
-
0346192349
-
Influence of vegetation on soil moisture contents and resulting soil volume changes
-
Felt, E. J. (1953). "Influence of vegetation on soil moisture contents and resulting soil volume changes." Proc., 3rd Int. Conf. Soil Mechanics and Foundation Engineering, 1, 24-27.
-
(1953)
Proc., 3rd Int. Conf. Soil Mechanics and Foundation Engineering
, vol.1
, pp. 24-27
-
-
Felt, E.J.1
-
27
-
-
0012299358
-
Migration of lime in compacted soil
-
Fohs, D. G., and Kinter E. P. (1972). "Migration of lime in compacted soil." Public Roads, 37(1), 1-8.
-
(1972)
Public Roads
, vol.37
, Issue.1
, pp. 1-8
-
-
Fohs, D.G.1
Kinter, E.P.2
-
28
-
-
0347453665
-
Reaction products of lime-treated Southeastern soils
-
Transportation Research Board, Washington, D.C
-
Ford, C. M., Moore, R. K., and Hajek, B. F. (1982). "Reaction products of lime-treated Southeastern soils." Transp. Res. 839, Transportation Research Board, Washington, D.C., 38-40.
-
(1982)
Transp. Res. Rec. 839
, pp. 38-40
-
-
Ford, C.M.1
Moore, R.K.2
Hajek, B.F.3
-
30
-
-
0002050187
-
Lime-clay mineral reaction products
-
Highway Research Board, Washington, D.C
-
Glenn, G. R., and Handy, R. L. (1963). "Lime-clay mineral reaction products." Highway Research Record No. 29, Highway Research Board, Washington, D.C., 70-78.
-
(1963)
Highway Research Record No. 29
, pp. 70-78
-
-
Glenn, G.R.1
Handy, R.L.2
-
32
-
-
0346192348
-
High-pressure lime injection
-
Louisiana Department of Highways, Baton Rouge, La
-
Higgins, C. M. (1965). "High-pressure lime injection." Research Rep. 17, Interim Rep. 2, Louisiana Department of Highways, Baton Rouge, La.
-
(1965)
Research Rep. 17, Interim Rep. 2
-
-
Higgins, C.M.1
-
33
-
-
0002625786
-
Lime fixation in clayey soils
-
Highway Research Board, National Research Council, Washington, D.C
-
Hilt, G. H. and Davidson, D. T. (1960). "Lime fixation in clayey soils." HRB Bulletin No. 262, Highway Research Board, National Research Council, Washington, D.C., 20-32.
-
(1960)
HRB Bulletin No. 262
, pp. 20-32
-
-
Hilt, G.H.1
Davidson, D.T.2
-
34
-
-
0346822949
-
Lime Stabilization for Airfield Pavement Design
-
Prepared for the City and County of Denver, Job No. 17,350, Denver International Airport, Denver
-
Holmquist, D. V. and Little D. N. (1992). "Lime stabilization for airfield pavement design." Prepared for the City and County of Denver, Job No. 17,350, Denver International Airport, Denver.
-
(1992)
-
-
Holmquist, D.V.1
Little, D.N.2
-
35
-
-
0000678031
-
Engineering properties of expansive clays
-
Holtz, W. G. and Gibbs, H. J. (1956). "Engineering properties of expansive clays." Transactions ASCE, 121, 641-677.
-
(1956)
Transactions ASCE
, vol.121
, pp. 641-677
-
-
Holtz, W.G.1
Gibbs, H.J.2
-
36
-
-
0348083744
-
Unsaturated soil engineering practice
-
Logan, Utah, July 15-19, 1997" Geotechnical Special Publication No. 68, ASCE, New York
-
Houston, S. L. and Fredlund, D. G. (1997). "Unsaturated soil engineering practice: Proceedings at Geo-Logan '97, Logan, Utah, July 15-19, 1997" Geotechnical Special Publication No. 68, ASCE, New York.
-
(1997)
Proceedings at Geo-Logan '97
-
-
Houston, S.L.1
Fredlund, D.G.2
-
37
-
-
0028444649
-
Laboratory filter paper suction measurements
-
Houston, S. L., Houston, W. N., and Wagner A.-M. (1994). "Laboratory filter paper suction measurements." Geotech. Test. J., 17(2), 185-194.
-
(1994)
Geotech. Test. J.
, vol.17
, Issue.2
, pp. 185-194
-
-
Houston, S.L.1
Houston, W.N.2
Wagner, A.-M.3
-
38
-
-
0027836723
-
-
Geotechnical Special Publication No. 39, ASCE, New York
-
Houston, S. L. and Wray, W. K. (1993). "Unsaturated soils." Geotechnical Special Publication No. 39, ASCE, New York.
-
(1993)
Unsaturated Soils
-
-
Houston, S.L.1
Wray, W.K.2
-
40
-
-
0023965390
-
Lime-induced heave in sulfate-bearing clay soils
-
Hunter, D. (1988). "Lime-induced heave in sulfate-bearing clay soils." J. Geotech. Eng., 114(2), 150-167.
-
(1988)
J. Geotech. Eng.
, vol.114
, Issue.2
, pp. 150-167
-
-
Hunter, D.1
-
41
-
-
0002311336
-
A revised effective stress law for use in the prediction of the behavior of unsaturated soils
-
Butterworth's, London
-
Jennings, J. E. B. (1961). "A revised effective stress law for use in the prediction of the behavior of unsaturated soils." Pore pressure and suction in soils, Butterworth's, London, 26-30.
-
(1961)
Pore Pressure and Suction in Soils
, pp. 26-30
-
-
Jennings, J.E.B.1
-
42
-
-
0012249240
-
"The prediction of total heave from the double oedometer test." Transactions, South African Institute
-
Jennings, J. E. B. and Knight K. (1957). "The prediction of total heave from the double oedometer test." Transactions, South African Institute, Civil Eng., 7, 285-291.
-
(1957)
Civil Eng.
, vol.7
, pp. 285-291
-
-
Jennings, J.E.B.1
Knight, K.2
-
43
-
-
0347453663
-
-
Misc. Paper S-73-17, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss
-
Johnson, L. D. (1969). "Review of literature on expansive clay soils." Misc. Paper S-73-17, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss.
-
(1969)
Review of Literature on Expansive Clay Soils
-
-
Johnson, L.D.1
-
44
-
-
0348083740
-
-
Miscellaneous Paper S-73-17, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss
-
Johnson, L. D. (1973). "Influence of suction on heave of expansive soils." Miscellaneous Paper S-73-17, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss.
-
(1973)
Influence of Suction on Heave of Expansive Soils
-
-
Johnson, L.D.1
-
47
-
-
0018012482
-
Prediction of potential heave of swelling soils
-
Johnson, L. D. and Snethen, D. R. (1978). "Prediction of potential heave of swelling soils." Geotech. Test. J., 1(3), 117-124.
-
(1978)
Geotech. Test. J.
, vol.1
, Issue.3
, pp. 117-124
-
-
Johnson, L.D.1
Snethen, D.R.2
-
48
-
-
0347453662
-
Stabilization of expansive clay with hydrated lime and with portland cement
-
Highway Research Board, National Research Council, Washington, D.C
-
Jones, C. W. (1958). "Stabilization of expansive clay with hydrated lime and with portland cement." Highway Research Bulletin 193, Highway Research Board, National Research Council, Washington, D.C., 40-47.
-
(1958)
Highway Research Bulletin 193
, pp. 40-47
-
-
Jones, C.W.1
-
49
-
-
0023399332
-
Treating expansive soils
-
Jones, Jr., D. E., and Jones K. A. (1987). "Treating expansive soils." Civil Eng., 57(8), 62-65.
-
(1987)
Civil Eng.
, vol.57
, Issue.8
, pp. 62-65
-
-
Jones D.E., Jr.1
Jones, K.A.2
-
50
-
-
0035662707
-
Mechanisms of soil stabilization with liquid ionic stabilizer
-
Transportation Research Board, Washington D.C
-
Katz, L. E. and Rauch, A. F. Liljestrand, H. M. Harmon, J.S. Shaw, K.S. Albers, H. (2001). "Mechanisms of soil stabilization with liquid ionic stabilizer." Transp. Res. Rec. 1757, Transportation Research Board, Washington, D.C., 50-57.
-
(2001)
Transp. Res. Rec. 1757
, pp. 50-57
-
-
Katz, L.E.1
Rauch, A.F.2
Liljestrand, H.M.3
Harmon, J.S.4
Shaw, K.S.5
Albers, H.6
-
51
-
-
0348083739
-
Overview of soil-lime stabilization
-
National Lime Association, Arlington, Va
-
Kennedy, T. W. (1988). "Overview of soil-lime stabilization." Presented at Effective Use of Lime for Soil Stabilization Conf., National Lime Association, Arlington, Va.
-
(1988)
Effective Use of Lime for Soil Stabilization Conf.
-
-
Kennedy, T.W.1
-
52
-
-
0348083738
-
Lime and cement stabilization
-
National Lime Association, Arlington, Va
-
Kennedy, T. W. and Tahmovessi, M. (1987). "Lime and cement stabilization." Lime notes, updates on lime applications in construction, Issue No. 2, National Lime Association, Arlington, Va.
-
(1987)
Lime Notes, Updates on Lime Applications in Construction
, Issue.2
-
-
Kennedy, T.W.1
Tahmovessi, M.2
-
53
-
-
0343548138
-
The character and identification of expansive soils: Soil PVC meter
-
Technical Studies Program, Washington, D.C., Federal Housing Administration
-
Lambe, T. W. (1960). "The character and identification of expansive soils: Soil PVC meter." FHA 701, Technical Studies Program, Washington, D.C., Federal Housing Administration.
-
(1960)
FHA 701
-
-
Lambe, T.W.1
-
55
-
-
0013353109
-
Fundamentals of the stabilization of soil with lime
-
National Lime Association, Arlington, Va
-
Little, D. N. (1987). "Fundamentals of the stabilization of soil with lime." Bulletin No. 332, National Lime Association, Arlington, Va.
-
(1987)
Bulletin No. 332
-
-
Little, D.N.1
-
61
-
-
33645521464
-
Cementitious stabilization
-
Series, Transportation Research Board, Washington, D.C
-
Little, D. N., Males, E. H., Prusinski, J. R., and Stewart B. (2000). "Cementitious stabilization." 79th Millenium Rep. Series, Transportation Research Board, Washington, D.C.
-
(2000)
79th Millenium Rep.
-
-
Little, D.N.1
Males, E.H.2
Prusinski, J.R.3
Stewart, B.4
-
62
-
-
0002828930
-
Recent developments in sulfate-induced heave in treated expansive clays
-
COE, USBR, SCS, FHWA, EPA, and NAVFAC
-
Little, D. N., and Petry T. M. (1992). "Recent developments in sulfate-induced heave in treated expansive clays." Proc., 2nd Interagency Symp. on Stabilization of Soils and Other Materials, COE, USBR, SCS, FHWA, EPA, and NAVFAC, 1-5-1-18.
-
(1992)
Proc., 2nd Interagency Symp. on Stabilization of Soils and Other Materials
, pp. 1-5
-
-
Little, D.N.1
Petry, T.M.2
-
63
-
-
0004224927
-
-
Rep. 1287-2, Texas Transportation Institute, Texas A and M Univ., College Station, Tex
-
Little, D. N., Scullion, T., Kota, P., and Bhuiyan J. (1994). "Identification of the structural benefits of base and subgrade stabilization." Rep. 1287-2, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
-
(1994)
Identification of the Structural Benefits of Base and Subgrade Stabilization
-
-
Little, D.N.1
Scullion, T.2
Kota, P.3
Bhuiyan, J.4
-
64
-
-
0003783998
-
-
Rep. No. 1287-3F, Texas Transportation Institute, Texas A and M Univ., College Station, Tex
-
Little, D. N., Scullion, T., Kota P., and Bhuiyan J. (1995). "Guidelines for mixture design and thickness design for stabilized bases and subgrades." Rep. No. 1287-3F, Texas Transportation Institute, Texas A&M Univ., College Station, Tex.
-
(1995)
Guidelines for Mixture Design and Thickness Design for Stabilized Bases and Subgrades
-
-
Little, D.N.1
Scullion, T.2
Kota, P.3
Bhuiyan, J.4
-
65
-
-
0346192347
-
Evaluation of deep in situ soil stabilization by high pressure lime slurry injection
-
Highway Research Board, National Research Council, Washington, D.C
-
Lundy, L., and Greenfield, B. J. (1968). "Evaluation of deep in situ soil stabilization by high pressure lime slurry injection." Highway Research Record, Highway Research Board, National Research Council, Washington, D.C.
-
(1968)
Highway Research Record
-
-
Lundy, L.1
Greenfield, B.J.2
-
66
-
-
0027983439
-
Prediction of movement in expansive clays
-
A. T. Yeung and G. Y. Felio, eds., ASCE, New York
-
Lytton, R. L. (1994). "Prediction of movement in expansive clays." Vertical and horizontal deformations of foundations and embankments, A. T. Yeung and G. Y. Felio, eds., ASCE, New York, 1827-1845.
-
(1994)
Vertical and Horizontal Deformations of Foundations and Embankments
, pp. 1827-1845
-
-
Lytton, R.L.1
-
67
-
-
0347453657
-
Foundations and pavements on unsaturated soils
-
International Society of Soil Mechanics and Foundation Engineering, Paris
-
Lytton, R. L. (1995). "Foundations and pavements on unsaturated soils." Proc., 1st Int. Conf. on Unsaturated Soils, Vol. 3, International Society of Soil Mechanics and Foundation Engineering, Paris, 1201-1210.
-
(1995)
Proc., 1st Int. Conf. on Unsaturated Soils
, vol.3
, pp. 1201-1210
-
-
Lytton, R.L.1
-
69
-
-
0000441423
-
Acceleration of lime-clay reactions with salt
-
Marks, B. D., and Haliburton T. A. (1972). "Acceleration of lime-clay reactions with salt." J. Soil Mech. Found. Div., 98(4), 327-339.
-
(1972)
J. Soil Mech. Found. Div.
, vol.98
, Issue.4
, pp. 327-339
-
-
Marks, B.D.1
Haliburton, T.A.2
-
70
-
-
0001608485
-
Soil lime research at Iowa State University
-
Mateos, M. (1964). "Soil lime research at Iowa State University." J. Soil Mech. Found. Div., 90(2), 127-153.
-
(1964)
J. Soil Mech. Found. Div.
, vol.90
, Issue.2
, pp. 127-153
-
-
Mateos, M.1
-
71
-
-
0012350277
-
-
Technical Rep. GL-90-17, U.S. Army Corps of Engineers, Vicksburg, Miss
-
McCallister, L. D., and Petry T. M. (1990). "Property changes in lime treated expansive clays under continuous leaching." Technical Rep. GL-90-17, U.S. Army Corps of Engineers, Vicksburg, Miss.
-
(1990)
Property Changes in Lime Treated Expansive Clays Under Continuous Leaching
-
-
McCallister, L.D.1
Petry, T.M.2
-
73
-
-
0346822945
-
The relation of laboratory testing to design for pavements and structures on expansive soils
-
McDowell, C. (1959). "The relation of laboratory testing to design for pavements and structures on expansive soils." Quart. Colorado School of Mines, 54(4), 127-153.
-
(1959)
Quart. Colorado School of Mines
, vol.54
, Issue.4
, pp. 127-153
-
-
McDowell, C.1
-
74
-
-
0001332135
-
Field studies of airport pavements on expansive clays
-
McKeen, R. G. (1980). "Field studies of airport pavements on expansive clays." Proc., 4th Int. Conf. on Expansive Soils, Vol. 1, 242-261.
-
(1980)
Proc., 4th Int. Conf. on Expansive Soils
, vol.1
, pp. 242-261
-
-
McKeen, R.G.1
-
75
-
-
0012350278
-
-
Federal Aviation Agency, U.S. Department of Transportation, Washington, D.C
-
McKeen, R. G., (1981). "Design of airport pavements for expansive soils." Federal Aviation Agency, U.S. Department of Transportation, Washington, D.C.
-
(1981)
Design of Airport Pavements for Expansive Soils
-
-
McKeen, R.G.1
-
77
-
-
0025450091
-
Climate-controlled soil design parameters for mat foundations
-
McKeen, R. G., and Johnson, L. D. (1990). "Climate-controlled soil design parameters for mat foundations." J. Geotech. Eng., 116(7), 1073-1094.
-
(1990)
J. Geotech. Eng.
, vol.116
, Issue.7
, pp. 1073-1094
-
-
McKeen, R.G.1
Johnson, L.D.2
-
78
-
-
0348083736
-
-
Research Rep. 118-7, Center for Highway Research. University of Texas at Austin, Tex
-
McKinney, R. L., Kelly, J. E., and McDowell, C. (1974). "The Waco ponding project." Research Rep. 118-7, Center for Highway Research. University of Texas at Austin, Tex.
-
(1974)
The Waco Ponding Project
-
-
McKinney, R.L.1
Kelly, J.E.2
McDowell, C.3
-
80
-
-
0022677584
-
Practical problems from surprising soil behavior
-
Mitchell, J. K. (1986). "Practical problems from surprising soil behavior." J. Geotech. Eng., 112(3), 255-289.
-
(1986)
J. Geotech. Eng.
, vol.112
, Issue.3
, pp. 255-289
-
-
Mitchell, J.K.1
-
81
-
-
0012249049
-
-
Special Technical Publication No. 1135, ASTM, West Conshohocken, Pa
-
Mitchell, J. K., and Dermatas, D. (1992). "Clay soil heave caused by lime-sulfate reactions." Special Technical Publication No. 1135, ASTM, West Conshohocken, Pa.
-
(1992)
Clay Soil Heave Caused By Lime-sulfate Reactions
-
-
Mitchell, J.K.1
Dermatas, D.2
-
82
-
-
0012349905
-
Influence of time between mixing and compaction on the properties of a lime-stabilized expansive clay
-
Highway Research Board, National Research Council, Washington, D.C
-
Mitchell, J. K., and Hooper, D. R. (1961). "Influence of time between mixing and compaction on the properties of a lime-stabilized expansive clay." HRB Bulletin 304, Highway Research Board, National Research Council, Washington, D.C., 14-31.
-
(1961)
HRB Bulletin 304
, pp. 14-31
-
-
Mitchell, J.K.1
Hooper, D.R.2
-
83
-
-
0346822946
-
Lime stabilization construction manual
-
National Lime Association. Arlington, Va
-
National Lime Association. (1991). "Lime stabilization construction manual." Bulletin 226, Arlington, Va.
-
(1991)
Bulletin 226
-
-
-
84
-
-
0003419363
-
-
Wiley, New York
-
Nelson, J. D., and Miller, D. J. (1992). Expansive soils, problems and practice in foundation and pavement engineering, Wiley, New York.
-
(1992)
Expansive Soils, Problems and Practice in Foundation and Pavement Engineering
-
-
Nelson, J.D.1
Miller, D.J.2
-
85
-
-
0017271564
-
Electro-chemical hardening of expansive clays
-
Transportation Research Board, Washington, D.C
-
O'Bannon, D. E.r., Morris, G. R., and Mancini, F. P. (1976). "Electro-chemical hardening of expansive clays." Transp. Res. Rec. 593, Transportation Research Board, Washington, D.C., 46-50.
-
(1976)
Transp. Res. Rec. 593
, pp. 46-50
-
-
O'Bannon, D.E.r.1
Morris, G.R.2
Mancini, F.P.3
-
87
-
-
0347453656
-
Remedial treatment of a slab on highly active clay utilizing a lime-fly ash grout curtain
-
Transportation Research Board, Washington, D.C
-
Petry, T. M. (1993). "Remedial treatment of a slab on highly active clay utilizing a lime-fly ash grout curtain." Transp. Res. Rec. 1362, Transportation Research Board, Washington, D.C., 126-130.
-
(1993)
Transp. Res. Rec. 1362
, pp. 126-130
-
-
Petry, T.M.1
-
88
-
-
0003576954
-
Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave)
-
Vicksburg, Miss
-
Petry, T. M. (1995). "Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave)." Final Rep. to U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss.
-
(1995)
Final Rep. to U.S. Army Engineers Waterways Experiment Station
-
-
Petry, T.M.1
-
89
-
-
0024913842
-
Stabilization of expansive clay soils
-
Transportation Research Board, Washington, D.C
-
Petry, T. M., and Armstrong, J. C. (1989). "Stabilization of expansive clay soils." Transp. Res. Rec., 1219, Transportation Research Board, Washington, D.C., 103-112.
-
(1989)
Transp. Res. Rec., 1219
, pp. 103-112
-
-
Petry, T.M.1
Armstrong, J.C.2
-
90
-
-
0348083734
-
Short-term active soil property changes caused by injection of lime and fly-ash
-
Transportation Research Board, Washington, D.C
-
Petry, T. M., Armstrong, J. C., and Chang D. (1982). "Short-term active soil property changes caused by injection of lime and fly-ash." Transp. Res. Rec. No. 830, Transportation Research Board, Washington, D.C., 25-32.
-
(1982)
Transp. Res. Rec. No. 830
, pp. 25-32
-
-
Petry, T.M.1
Armstrong, J.C.2
Chang, D.3
-
91
-
-
0024181209
-
Comparison of quicklime and hydrated lime slurries for stabilization of highly active clay soils
-
Transportation Research Board, Washington, D.C
-
Petry, T. M., Lee, T. W.r (1989). "Comparison of quicklime and hydrated lime slurries for stabilization of highly active clay soils." Transp. Res. Rec. 1190, Transportation Research Board, Washington, D.C., 31-37.
-
(1989)
Transp. Res. Rec. 1190
, pp. 31-37
-
-
Petry, T.M.1
Lee T.W.r2
-
92
-
-
0141598370
-
Update on sulfate-induced heave in treated clays: Problematic sulfate levels
-
Transportation Research Board, Washington, D.C
-
Petry, T. M., and Little, D. N. (1993). "Update on sulfate-induced heave in treated clays: Problematic sulfate levels." Transp. Res. Rec. 1362, Transportation Research Board, Washington, D.C., 51-55.
-
(1993)
Transp. Res. Rec. 1362
, pp. 51-55
-
-
Petry, T.M.1
Little, D.N.2
-
93
-
-
0347453655
-
Effects of pretest stress environments on swell
-
Petry, T. M., Sheen, J.-S., and Armstrong J. C. (1992). "Effects of pretest stress environments on swell." Proc., 7th Int. Conf. on Expansive Soils, 39-44.
-
(1992)
Proc., 7th Int. Conf. on Expansive Soils
, pp. 39-44
-
-
Petry, T.M.1
Sheen, J.-S.2
Armstrong, J.C.3
-
94
-
-
0024187104
-
The effects of pulverization on the strength and durability of highly active clay soils stabilized with lime and portland cement
-
Transportation Research Board, Washington, D.C
-
Petry, T. M., and Wohlgemuth, S. K. (1989). "The effects of pulverization on the strength and durability of highly active clay soils stabilized with lime and portland cement." Transp. Res. Rec. 1190, Transportation Research Board, Washington, D.C., 38-45.
-
(1989)
Transp. Res. Rec. 1190
, pp. 38-45
-
-
Petry, T.M.1
Wohlgemuth, S.K.2
-
95
-
-
0346822944
-
-
Rep. No. TR-3-78, Final Rep., Construction Research Center, Univ. of Texas at Arlington, Tex
-
Poor, A. R. (1978). "Experimental residential foundation design on expansive clay soils." Rep. No. TR-3-78, Final Rep., Construction Research Center, Univ. of Texas at Arlington, Tex.
-
(1978)
Experimental Residential Foundation Design on Expansive Clay Soils
-
-
Poor, A.R.1
-
98
-
-
0347453654
-
Liquid soil stabilizers: Measured effects on engineering properties of clay
-
Rauch, A. F., Harmon, J. S., Katz, L. E. and Liljestrand, H. M. (2001). "Liquid soil stabilizers: Measured effects on enginnering properties of clay." 81st Annual Transportation Board Meeting.
-
(2001)
81st Annual Transportation Board Meeting
-
-
Rauch, A.F.1
Harmon, J.S.2
Katz, L.E.3
Liljestrand, H.M.4
-
99
-
-
0004660722
-
Suction measurement - A review of current theory and practices
-
Ridley, A. M., and Wray, W. K. (1996). "Suction measurement-A review of current theory and practices." Proc., 1st Int. Conf. on Unsaturated Soils, Vol. 3, 1295-1322.
-
(1996)
Proc., 1st Int. Conf. on Unsaturated Soils
, vol.3
, pp. 1295-1322
-
-
Ridley, A.M.1
Wray, W.K.2
-
100
-
-
0032590258
-
Sulfate attack on cement-stabilized sand
-
Rollings, R. S., Burkes, J. P., and Rollings, M. P. (1999). "Sulfate attack on cement-stabilized sand." J. Geotech. Geoenviron. Eng., 125(5), 364-372.
-
(1999)
J. Geotech. Geoenviron. Eng.
, vol.125
, Issue.5
, pp. 364-372
-
-
Rollings, R.S.1
Burkes, J.P.2
Rollings, M.P.3
-
101
-
-
1642357425
-
-
Research Rep. No. 408330-1, Texas Transportation Institute, Texas A and M University, College Station, Tex
-
Scullion, T., Sebesta, S., and Harris, J. (2001). "Identifying the benefits of nonstandard stabilizers in high sulfate clay soils: A status report." Research Rep. No. 408330-1, Texas Transportation Institute, Texas A&M University, College Station, Tex.
-
(2001)
Identifying the Benefits of Nonstandard Stabilizers in High Sulfate Clay Aoils: A Status Report
-
-
Scullion, T.1
Sebesta, S.2
Harris, J.3
-
102
-
-
0002568239
-
Studies of swell and swell pressure characteristics of compacted clays
-
National Research Council, Washington, D.C
-
Seed, H. B., Mitchell, J. K., and Chan C. K. (1962a). "Studies of swell and swell pressure characteristics of compacted clays." Highway Research Board Bulletin 313, National Research Council, Washington, D.C., 12-39.
-
(1962)
Highway Research Board Bulletin 313
, pp. 12-39
-
-
Seed, H.B.1
Mitchell, J.K.2
Chan, C.K.3
-
103
-
-
0003021810
-
Prediction of swelling potential for compacted clay
-
Seed, H. B., Woodward, R. J., and Lundgren, R. (1962b). "Prediction of swelling potential for compacted clay." J. Soil Mech. Found. Div., 88(3), 53-87.
-
(1962)
J. Soil Mech. Found. Div.
, vol.88
, Issue.3
, pp. 53-87
-
-
Seed, H.B.1
Woodward, R.J.2
Lundgren, R.3
-
104
-
-
0003947481
-
-
FHWA-FLP-92-011. Federal Highway Administration, Washington, D.C
-
Scholen, D. E. (1992). "Non-standard stabilizers." FHWA-FLP-92-011, Federal Highway Administration, Washington, D.C.
-
(1992)
Non-standard Stabilizers
-
-
Scholen, D.E.1
-
105
-
-
0346192345
-
Foundation experiences with clay in Texas
-
ASCE, New York
-
Simpson, W. E. (1934). "Foundation experiences with clay in Texas." Civil Eng., ASCE, New York.
-
(1934)
Civil Eng.
-
-
Simpson, W.E.1
-
106
-
-
0002500459
-
The colloidal activity of clays
-
Skempton, A. W. (1953). "The colloidal activity of clays." Proc., 3rd Int. Conf. on Soil Mechanics, Foundation Engineering, Vol. 1, 57-61.
-
(1953)
Proc., 3rd Int. Conf. on Soil Mechanics, Foundation Engineering
, vol.1
, pp. 57-61
-
-
Skempton, A.W.1
-
108
-
-
0021635597
-
Evaluation of expedient methods for identification and classification of potentially expansive soils
-
Snethen, D. R. (1984). "Evaluation of expedient methods for identification and classification of potentially expansive soils." Proc., 5th Int. Conf. on Expansive Soils, 22-26.
-
(1984)
Proc., 5th Int. Conf. on Expansive Soils
, pp. 22-26
-
-
Snethen, D.R.1
-
110
-
-
0003643968
-
-
Rep. No. FHWA-RD-75-48, Interim Report to FHWA, Washington, D.C
-
Snethen, D. R., Townsend, F. C., Johnson, L. D., Patrick, D. M., and Vedros, P. J. (1975). "A review of the engineering experiences with expansive soils in highway subgrades." Rep. No. FHWA-RD-75-48, Interim Report to FHWA, Washington, D.C.
-
(1975)
A Review of the Engineering Experiences With Expansive Soils in Highway Subgrades
-
-
Snethen, D.R.1
Townsend, F.C.2
Johnson, L.D.3
Patrick, D.M.4
Vedros, P.J.5
-
111
-
-
0346192341
-
Ponding on expansive clay cut
-
Transportation Research Board, Washington, D.C
-
Steinberg, M. L. (1977). "Ponding on expansive clay cut." Transportation Research Record No. 661, Transportation Research Board, Washington, D.C., 61-66.
-
(1977)
Transportation Research Record No. 661
, pp. 61-66
-
-
Steinberg, M.L.1
-
112
-
-
0347453649
-
Deep vertical fabric moisture barriers under swelling soils
-
Transportation Research Board, Washington, D.C
-
Steinberg, M. L. (1981). "Deep vertical fabric moisture barriers under swelling soils." Transp. Res. Rec. No. 790, Transportation Research Board, Washington, D.C., 87-94.
-
(1981)
Transp. Res. Rec. No. 790
, pp. 87-94
-
-
Steinberg, M.L.1
-
113
-
-
0346822943
-
Monitoring the use of impervious fabrics: Geomembranes in the control of expansive soils
-
State Department of Highways and Public Transportation, Austin, Tex
-
Steinberg, M. L. (1985). "Monitoring the use of impervious fabrics: Geomembranes in the control of expansive soils." Dept. Research Rep. No. 187-12, State Department of Highways and Public Transportation, Austin, Tex.
-
(1985)
Dept. Research Rep. No. 187-12
-
-
Steinberg, M.L.1
-
115
-
-
0346192343
-
-
Technical Rep. M-11B, Construction Research Laboratory, Champaign, Ill
-
Suddath, L. P., and Thompson, M. R. (1975). "Load deflection behavior of lime stabilized layers." Technical Rep. M-11B, Construction Research Laboratory, Champaign, III.
-
(1975)
Load Deflection Behavior of Lime Stabilized Layers
-
-
Suddath, L.P.1
Thompson, M.R.2
-
116
-
-
0012296445
-
Physico-chemical properties of soils: Ion exchange phenomena
-
Taylor, A. W. (1959). "Physico-chemical properties of soils: Ion exchange phenomena." J. Soil Mech. Found. Div., 85(2), 19-30.
-
(1959)
J. Soil Mech. Found. Div.
, vol.85
, Issue.2
, pp. 19-30
-
-
Taylor, A.W.1
-
117
-
-
0348083733
-
-
FHWA-IP-80-2, Department of Transportation, Federal Highway Administration, Washington, D.C
-
Terrel, R. L., Epps, J. A., Barenberg, E. J., Mitchell, J. K., Thompson, M.R. (1979). "Soil stabilization in pavement structures: A user's manual." FHWA-IP-80-2, Vol. I, Department of Transportation, Federal Highway Administration, Washington, D.C.
-
(1979)
Soil Stabilization in Pavement Structures: A User's Manual
, vol.1
-
-
Terrel, R.L.1
Epps, J.A.2
Barenberg, E.J.3
Mitchell, J.K.4
Thompson, M.R.5
-
119
-
-
0001311212
-
Engineering properties of lime-soil mixtures
-
ASTM
-
Thompson, M. R. (1969). "Engineering properties of lime-soil mixtures." J. Mater., ASTM, Vol. 4.
-
(1969)
J. Mater.
, vol.4
-
-
Thompson, M.R.1
-
120
-
-
0004006187
-
-
Technical Rep., Department of the Army, Construction Engineering Research Laboratory, Champaign, Ill
-
Thompson, M. R. (1970). "Soil stabilization of pavement systems-State of the art." Technical Rep., Department of the Army, Construction Engineering Research Laboratory, Champaign, III.
-
(1970)
Soil Stabilization of Pavement Systems - State of the Art
-
-
Thompson, M.R.1
-
121
-
-
0015346016
-
Deep-plow lime stabilization for pavement construction
-
Thompson, M. R. (1972). "Deep-plow lime stabilization for pavement construction." J. Transp. Eng. Div., 98(2), 311-323.
-
(1972)
J. Transp. Eng. Div.
, vol.98
, Issue.2
, pp. 311-323
-
-
Thompson, M.R.1
-
122
-
-
1642359038
-
-
Highway Research Record 263, National Research Council, Washington, D.C
-
Thompson, M. R., and Dempsey, B. J. (1969). "Autogenous healing of lime-soil mixtures." Highway Research Record 263, National Research Council, Washington, D.C.
-
(1969)
Autogenous Healing of Lime-Soil Mixtures
-
-
Thompson, M.R.1
Dempsey, B.J.2
-
123
-
-
0346192340
-
Mechanistic thickness design procedure for soil-lime layers
-
Transportation Research Board, Washington, D.C
-
Thompson, M. R., and Figureora, J. L. (1989). "Mechanistic thickness design procedure for soil-lime layers." Transp. Res. Rec. No. 754, Transportation Research Board, Washington, D.C.
-
(1989)
Transp. Res. Rec. No. 754
-
-
Thompson, M.R.1
Figureora, J.L.2
-
124
-
-
0004023285
-
Repeated triaxial characterization of granular bases
-
Thompson, M. R., and Smith (1990). "Repeated Triaxial Characterization of Granular Bases." Transp. Res. Rec. No. 1278.
-
(1990)
Transp. Res. Rec. No. 1278
-
-
Thompson, M.R.1
Smith2
-
125
-
-
0002134432
-
Durability of lime stabilized soils
-
Highway Research Board, Transportation Research Board, Washington, D.C
-
Townsend, D. L., and Klym T. W. (1966). "Durability of lime stabilized soils." HRB Record 139, Highway Research Board, Transportation Research Board, Washington, D.C., 25-41.
-
(1966)
HRB Record 139
, pp. 25-41
-
-
Townsend, D.L.1
Klym, T.W.2
-
127
-
-
0017961194
-
Field study of moisture effects on slab movements
-
Tucker, R. L., and Poor, A. R. (1978). "Field study of moisture effects on slab movements." J. Geotech. Eng. Div., 104(4), 403-414.
-
(1978)
J. Geotech. Eng. Div.
, vol.104
, Issue.4
, pp. 403-414
-
-
Tucker, R.L.1
Poor, A.R.2
-
129
-
-
0347453650
-
-
eds. ASCE, Reston, Va
-
Vipulanandan, C., Addison, M. B., and Hansen, M., eds. (2001). Expansive clay soils and vegetative influence on shallow foundations, ASCE, Reston, Va.
-
(2001)
Expansive Clay Soils and Vegetative Influence on Shallow Foundations
-
-
Vipulanandan, C.1
Addison, M.B.2
Hansen, M.3
-
130
-
-
0346822941
-
-
Rep. for National Science Foundation Under Grants ERP-75-09998 and AEN-74-23993, J. H. Wiggins Co
-
Wiggins J. H. Slossan J. E. Krohn J. P. (1978). Natural hazards: Earthquake, landslide, expansive soil, Rep. for National Science Foundation under grants ERP-75-09998 and AEN-74-23993, J. H. Wiggins Co.
-
(1978)
Natural Hazards: Earthquake, Landslide, Expansive Soil
-
-
Wiggins, J.H.1
Slossan, J.E.2
Krohn, J.P.3
-
132
-
-
0023593273
-
The effect of climate on expansive soils supporting on-grade structures in a dry climate
-
Transportation Research Board, Washington, D.C
-
Wray, W. K. (1978). "The effect of climate on expansive soils supporting on-grade structures in a dry climate." Transp. Res. Rec. 1137, Transportation Research Board, Washington, D.C., 12-23.
-
(1978)
Transp. Res. Rec. 1137
, pp. 12-23
-
-
Wray, W.K.1
-
133
-
-
0021599785
-
The principle of soil suction and its geotechnical engineering applications
-
Wray, W. K. (1984). "The principle of soil suction and its geotechnical engineering applications." Proc., 5th Int. Conf. on Expansive Soils, 114-118.
-
(1984)
Proc., 5th Int. Conf. on Expansive Soils
, pp. 114-118
-
-
Wray, W.K.1
-
134
-
-
0346822939
-
Evaluation of static equilibrium soil suction envelopes for predicting climate-induced soil suction changes occurring beneath covered surfaces
-
Wray, W. K. (1987). "Evaluation of static equilibrium soil suction envelopes for predicting climate-induced soil suction changes occurring beneath covered surfaces." Proc., 6th Int. Conf. on Expansive Soils, Vol. 1, 235-240.
-
(1987)
Proc., 6th Int. Conf. on Expansive Soils
, vol.1
, pp. 235-240
-
-
Wray, W.K.1
-
135
-
-
0015670978
-
Lime slurry pressure injection tames expansive clays
-
ASCE (October 1973, July 1974) New York
-
Wright, P. J. (October 1973, July 1974). "Lime slurry pressure injection tames expansive clays." Civil Eng., ASCE, New York.
-
Civil Eng.
-
-
Wright, P.J.1
-
137
-
-
0035663037
-
Evaluation of structural contribution of lime stabilization of subgrade soils in Mississippi
-
Transportation Research Board, Washington, D.C
-
Yusuf, S., Little, D. N., and Sarkar, S. L. (2001). "Evaluation of structural contribution of lime stabilization of subgrade soils in Mississippi." Transp. Res. Rec. 1757, Transportation Research Board, Washington, D.C., 22-31.
-
(2001)
Transp. Res. Rec. 1757
, pp. 22-31
-
-
Yusuf, S.1
Little, D.N.2
Sarkar, S.L.3
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