-
1
-
-
32944455510
-
"D3551-02 standard practice for laboratory preparation of soil-lime mixtures using a mechanical mixer"
-
American Society for Testing and Materials (ASTM) Philadelphia
-
American Society for Testing and Materials (ASTM) (1998). "D3551-02 standard practice for laboratory preparation of soil-lime mixtures using a mechanical mixer." Annual Book of ASTM Standards, Volume 04.08, Philadelphia.
-
(1998)
Annual Book of ASTM Standards
, vol.4
, Issue.8
-
-
-
2
-
-
0016993321
-
"Effects of straining on shear modulus of clays"
-
ZZZZZZ0093-6405
-
Anderson, D. G., and Richart, F. E., (1976). "Effects of straining on shear modulus of clays." J. Geotech. Eng. Div., Am. Soc. Civ. Eng.ZZZZZZ0093-6405, 102(9), 975-987.
-
(1976)
J. Geotech. Eng. Div., Am. Soc. Civ. Eng.
, vol.102
, Issue.9
, pp. 975-987
-
-
Anderson, D.G.1
Richart, F.E.2
-
3
-
-
0042222336
-
"Analysis of bender element tests"
-
GTJODJ0149-6115
-
Arulnathan, R., Boulanger, R. W., and Riemer, M. F. (1998). "Analysis of bender element tests." Geotech. Test. J.GTJODJ0149-6115, 21(2), 120-131.
-
(1998)
Geotech. Test. J.
, vol.21
, Issue.2
, pp. 120-131
-
-
Arulnathan, R.1
Boulanger, R.W.2
Riemer, M.F.3
-
4
-
-
32944467132
-
"Determination of tangent stiffness parameters from soil test data"
-
Atkinson, J. H., Richardson, D., and Woods, R. I. (1986). "Determination of tangent stiffness parameters from soil test data." Int. J. Comput. Geotechnics, 3, 131-140.
-
(1986)
Int. J. Comput. Geotechnics
, vol.3
, pp. 131-140
-
-
Atkinson, J.H.1
Richardson, D.2
Woods, R.I.3
-
5
-
-
0025751434
-
"Experimental determination of stress-strain-time characteristics in laboratory and in situ tests"
-
Florence, Italy
-
Atkinson, J. H., and Sallfors, G. (1991). "Experimental determination of stress-strain-time characteristics in laboratory and in situ tests." Proc., 10th ECSMFE Conf., Florence, Italy, Vol. 3, 915-956.
-
(1991)
Proc., 10th ECSMFE Conf.
, vol.3
, pp. 915-956
-
-
Atkinson, J.H.1
Sallfors, G.2
-
6
-
-
0031170952
-
"Low strain shear moduli of cemented sands"
-
JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:6(540)
-
Baig, S. B., Picornell, M., and Nazarian, S. (1997). "Low strain shear moduli of cemented sands." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:6(540), 123(6), 540-545.
-
(1997)
J. Geotech. Geoenviron. Eng.
, vol.123
, Issue.6
, pp. 540-545
-
-
Baig, S.B.1
Picornell, M.2
Nazarian, S.3
-
7
-
-
1142295399
-
"Experimental study on the aging of sands"
-
PhD thesis, Virginia Tech, Blacksburg, Va
-
Baxter, C. D. P. (1999). "Experimental study on the aging of sands." PhD thesis, Virginia Tech, Blacksburg, Va.
-
(1999)
-
-
Baxter C.D., P.1
-
8
-
-
0030412137
-
"Measurement of shear waves in laboratory specimens by means of piezoelectric transducers"
-
GTJODJ0149-6115
-
Brignoli, E. G. M., Gotti, M., and Stokoe, K. H. (1996). "Measurement of shear waves in laboratory specimens by means of piezoelectric transducers." Geotech. Test. J.GTJODJ0149-6115, 19(4), 384-397.
-
(1996)
Geotech. Test. J.
, vol.19
, Issue.4
, pp. 384-397
-
-
Brignoli E.G., M.1
Gotti, M.2
Stokoe, K.H.3
-
9
-
-
0022186099
-
"Lab measurements of Gmax using bender elements"
-
ASCE, New York
-
Dyvik, R., and Madshus, C. (1985). "Lab measurements of Gmax using bender elements." Proc., Advances in the Art of Testing Soils under Cyclic Conditions, Geotechnical Engineering Div., ASCE, New York, 186-196.
-
(1985)
Proc., Advances in the Art of Testing Soils Under Cyclic Conditions, Geotechnical Engineering Div.
, pp. 186-196
-
-
Dyvik, R.1
Madshus, C.2
-
10
-
-
0024772516
-
"Gmax measured in oedometer and DSS tests using bender elements"
-
Rio de Janeiro, Brazil
-
Dyvik, R., and Olsen, T. S. (1989). "Gmax measured in oedometer and DSS tests using bender elements." Proc. 12th ICSMFE Conf., Rio de Janeiro, Brazil, Vol. 1, 39-42.
-
(1989)
Proc. 12th ICSMFE Conf.
, vol.1
, pp. 39-42
-
-
Dyvik, R.1
Olsen, T.S.2
-
11
-
-
0037668607
-
"Small-strain stiffness and damping ratio of Pisa clay from surface wave tests"
-
GTNQA80016-850510.1680/geot.53.5.455.37510
-
Foti, S. (2003). "Small-strain stiffness and damping ratio of Pisa clay from surface wave tests." GeotechniqueGTNQA80016-850510.1680/ geot.53.5.455.37510, 53(5), 455-461.
-
(2003)
Geotechnique
, vol.53
, Issue.5
, pp. 455-461
-
-
Foti, S.1
-
12
-
-
0038275727
-
"Experimental investigation of dynamic response of compacted clayey soils"
-
GTJODJ0149-6115
-
Gokhan, I., Yesiller, N., and Kagawa, T. (2003). "Experimental investigation of dynamic response of compacted clayey soils." Geotech. Test. J.GTJODJ0149-6115, 26(2), 125-141.
-
(2003)
Geotech. Test. J.
, vol.26
, Issue.2
, pp. 125-141
-
-
Gokhan, I.1
Yesiller, N.2
Kagawa, T.3
-
13
-
-
0015360542
-
"Shear modulus and damping in soils: Measurement and parameter effects"
-
JSFEAQ0044-7994
-
Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils: Measurement and parameter effects." J. Soil Mech. Found. Div.JSFEAQ0044-7994, 98(6), 603-624.
-
(1972)
J. Soil Mech. Found. Div.
, vol.98
, Issue.6
, pp. 603-624
-
-
Hardin, B.O.1
Drnevich, V.P.2
-
14
-
-
0023965390
-
"Lime-induced heave in sulfate-bearing clay soils"
-
JGENDZ0733-9410
-
Hunter, D. (1988). "Lime-induced heave in sulfate-bearing clay soils." J. Geotech. Eng.JGENDZ0733-9410, 114(2), 150-167.
-
(1988)
J. Geotech. Eng.
, vol.114
, Issue.2
, pp. 150-167
-
-
Hunter, D.1
-
15
-
-
0345349423
-
"The geochemistry of lime-induced heave in sulfate bearing clay soils"
-
PhD dissertation, Univ. of Nevada, Reno, Nev
-
Hunter, D. (1989). "The geochemistry of lime-induced heave in sulfate bearing clay soils." PhD dissertation, Univ. of Nevada, Reno, Nev.
-
(1989)
-
-
Hunter, D.1
-
16
-
-
0002339230
-
"The measurement of stiffness of clays with bender element tests in the triaxial apparatus"
-
GTJODJ0149-6115
-
Jovicic, V., and Coop, M. R. (1998). "The measurement of stiffness of clays with bender element tests in the triaxial apparatus." Geotech. Test. J.GTJODJ0149-6115, 21(1), 3-10.
-
(1998)
Geotech. Test. J.
, vol.21
, Issue.1
, pp. 3-10
-
-
Jovicic, V.1
Coop, M.R.2
-
17
-
-
0030158307
-
"Objective criteria for determining Gmax from bender element tests"
-
GTNQA80016-8505
-
Jovicic, V., Coop, R., and Simic, M. (1996). "Objective criteria for determining Gmax from bender element tests." GeotechniqueGTNQA80016-8505, 46(2), 357-362.
-
(1996)
Geotechnique
, vol.46
, Issue.2
, pp. 357-362
-
-
Jovicic, V.1
Coop, R.2
Simic, M.3
-
18
-
-
32944480133
-
"Evaluation of low strain shear moduli of stabilized sulfate bearing soils using bender elements"
-
MS thesis, The Univ. of Texas at Arlington, Arlington, Tex
-
Kadam, R. (2003). "Evaluation of low strain shear moduli of stabilized sulfate bearing soils using bender elements." MS thesis, The Univ. of Texas at Arlington, Arlington, Tex, 155.
-
(2003)
, pp. 155
-
-
Kadam, R.1
-
19
-
-
0030283571
-
"Sulfate-bearing soils: Problems with calcium based stabilizers"
-
Transportation Research Board, Washington, D.C
-
Kota, P. B. V. S., Hazlett, D., and Perrin, L. (1996). "Sulfate-bearing soils: Problems with calcium based stabilizers." Transportation Research Record, 1546, Transportation Research Board, Washington, D.C., 62-69.
-
(1996)
Transportation Research Record
, vol.1546
, pp. 62-69
-
-
Kota P.B. V., S.1
Hazlett, D.2
Perrin, L.3
Kota P.B. V., S.4
Hazlett, D.5
Perrin, L.6
-
20
-
-
0022677584
-
"Practical problems from surprising soil behavior"
-
MAMGA80025-570X
-
Mitchell, J. K. (1986). "Practical problems from surprising soil behavior," Math. Mag.MAMGA80025-570X, 112(3), 259-289.
-
(1986)
Math. Mag.
, vol.112
, Issue.3
, pp. 259-289
-
-
Mitchell, J.K.1
-
21
-
-
0026692335
-
"Clay soil heave caused by lime-sulfate reactions"
-
ASTTA80066-0558
-
Mitchell, J. K., and Dermatas, D. (1990). "Clay soil heave caused by lime-sulfate reactions." ASTM Spec. Tech. Publ.ASTTA80066-0558, 1135, 41-64.
-
(1990)
ASTM Spec. Tech. Publ.
, vol.1135
, pp. 41-64
-
-
Mitchell, J.K.1
Dermatas, D.2
-
22
-
-
0003210939
-
"Expansion of lime treated clays containing sulfates"
-
Perrin, L. (1992). "Expansion of lime treated clays containing sulfates." Proc., 7th Int. Conf. on Expansive Soils, Dallas, Vol. 1, 409-414.
-
(1992)
Proc., 7th Int. Conf. on Expansive Soils, Dallas
, vol.1
, pp. 409-414
-
-
Perrin, L.1
-
23
-
-
0003576954
-
"Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave)"
-
Final Rep., Prepared for The Univ. of Texas at Arlington, Arlington, Tex
-
Petry, T. M. (1994). "Studies of factors causing and influencing localized heave of lime treated clay soils (sulfate induced heave)." Final Rep., Prepared for The Univ. of Texas at Arlington, Arlington, Tex.
-
(1994)
-
-
Petry, T.M.1
-
24
-
-
14844303892
-
"Experimental studies on ettringite-induced heaving in soils"
-
JGGEFK1090-024110.1061/(ASCE)1090-0241(2005)131:3(325)
-
Puppala, A. J., Intharasombat, N., and Vempati, R. (2005). "Experimental studies on ettringite-induced heaving in soils." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/ (ASCE)1090-0241(2005)131:3(325), 131(3), 325-337.
-
(2005)
Geotech. Geoenviron. Eng.
, vol.131
, Issue.3
, pp. 325-337
-
-
Puppala, A.J.1
Intharasombat, N.2
Vempati, R.3
-
25
-
-
34548576693
-
"Studies to understand soil compositional and environmental variables on sulfate heave problems"
-
Boston
-
Puppala, A. J., Wattanasanticharoen, E., Intharasombat, N., and Hoyos, L. R. (2003). "Studies to understand soil compositional and environmental variables on sulfate heave problems." Proc., 12th Pan American Conf. on Soil Mechanics and Geotechnical Engineering, Boston, 833-839.
-
(2003)
Proc., 12th Pan American Conf. on Soil Mechanics and Geotechnical Engineering
, pp. 833-839
-
-
Puppala, A.J.1
Wattanasanticharoen, E.2
Intharasombat, N.3
Hoyos, L.R.4
-
26
-
-
0542388155
-
"Using reflected shear waves to measure small strain dynamic properties"
-
Research Rep. No. UCB/GT-98-01, Univ. of California, Berkeley, Calif
-
Riemer, M. F., Gookin, W. B., Bray, J. D., and Wartman, J. (1998). "Using reflected shear waves to measure small strain dynamic properties." Research Rep. No. UCB/GT-98-01, Univ. of California, Berkeley, Calif.
-
(1998)
-
-
Riemer, M.F.1
Gookin, W.B.2
Bray, J.D.3
Wartman, J.4
-
27
-
-
0025448624
-
"Laboratory measurement of small strain shear modulus under ko conditions"
-
GTJODJ0149-6115
-
Thomann, J. G., and Hryciw, R. D. (1990). "Laboratory measurement of small strain shear modulus under ko conditions." Geotech. Test. J.GTJODJ0149-6115, 13(2), 97-105.
-
(1990)
Geotech. Test. J.
, vol.13
, Issue.2
, pp. 97-105
-
-
Thomann, J.G.1
Hryciw, R.D.2
-
28
-
-
0028974917
-
"Interpretation of bender element tests"
-
GTNQA80016-8505
-
Viggiani, G., and Atkinson, J. H. (1995). "Interpretation of bender element tests." GeotechniqueGTNQA80016-8505, 45(1), 149-154.
-
(1995)
Geotechnique
, vol.45
, Issue.1
, pp. 149-154
-
-
Viggiani, G.1
Atkinson, J.H.2
-
29
-
-
32944479770
-
"Experimental studies to evaluate volume change movements in chemically treated sulfate rich soils"
-
PhD thesis, The Univ. of Texas at Arlington, Arlington, Tex
-
Wattanasanticharoen, E. (2004). "Experimental studies to evaluate volume change movements in chemically treated sulfate rich soils." PhD thesis, The Univ. of Texas at Arlington, Arlington, Tex, 295.
-
(2004)
, pp. 295
-
-
Wattanasanticharoen, E.1
|