-
1
-
-
0004048514
-
-
AASHTO American Association of State Highway and Transportation Officials, Washington, DC
-
AASHTO (1986) AASHTO guide for design of pavement structures. American Association of State Highway and Transportation Officials, Washington, DC
-
(1986)
AASHTO Guide for Design of Pavement Structures
-
-
-
2
-
-
0030412137
-
Measurement of shear waves in laboratory specimens by means of piezoelectric transducers
-
Brignoli EGM, Gotti M, Stokoe KH (1996) Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. ASTM Geotech Test J 19(4):384-397
-
(1996)
ASTM Geotech Test J
, vol.19
, Issue.4
, pp. 384-397
-
-
Brignoli, E.G.M.1
Gotti, M.2
Stokoe, K.H.3
-
3
-
-
0032322294
-
Measurement of low-strain material damping and wave velocity with bender elements in the frequency domain
-
Brocanelli D, Rinaldi V (1998) Measurement of low-strain material damping and wave velocity with bender elements in the frequency domain. Can Geotech J 35(No):1032-1040
-
(1998)
Can Geotech J
, vol.35
, pp. 1032-1040
-
-
Brocanelli, D.1
Rinaldi, V.2
-
4
-
-
0034745558
-
Unsaturated particulate materials-particle-level studies
-
Cho GC, Santamarina JC (2001) Unsaturated particulate materials-particle-level studies. J Geotech Geoenviron Eng, ASCE 127(No. 1):84-96
-
(2001)
J Geotech Geoenviron Eng, ASCE
, vol.127
, Issue.1
, pp. 84-96
-
-
Cho, G.C.1
Santamarina, J.C.2
-
7
-
-
33845381547
-
Use of stiffness and strength for earthwork quality evaluation
-
ASCE, Geotechnical Special Publication, No. 149, Shanghai, China
-
Edil TB, Sawangsuriya A (2006) Use of stiffness and strength for earthwork quality evaluation. GeoShanghai Conference, Site and Geomaterial Characterization, ASCE, Geotechnical Special Publication, No. 149, Shanghai, China, pp 80-87
-
(2006)
GeoShanghai Conference, Site and Geomaterial Characterization
, pp. 80-87
-
-
Edil, T.B.1
Sawangsuriya, A.2
-
8
-
-
0031210758
-
Undrained Behavior of compacted gravel lateritic soils from western Senegal under monotonic and cyclic triaxial loading
-
Fall M, Tisot J-P, Cisse IK (1997) Undrained Behavior of compacted gravel lateritic soils from western Senegal under monotonic and cyclic triaxial loading. Eng Geol 47:71-87
-
(1997)
Eng Geol
, vol.47
, pp. 71-87
-
-
Fall, M.1
Tisot, J.-P.2
Cisse, I.K.3
-
9
-
-
0029367405
-
Study of geoprocesses with complementary wave measurements in an oedometer
-
Fam M, Santamarina JC (1995) Study of geoprocesses with complementary wave measurements in an oedometer. Geotech Test J 18(3):307-314
-
(1995)
Geotech Test J
, vol.18
, Issue.3
, pp. 307-314
-
-
Fam, M.1
Santamarina, J.C.2
-
10
-
-
2942627874
-
Frequency domain determination of G o using bender element
-
Greening PD, Nash DFT (2004) Frequency domain determination of G o using bender element. ASTM Geotech Test J 27(3):1-7
-
(2004)
ASTM Geotech Test J
, vol.27
, Issue.3
, pp. 1-7
-
-
Greening, P.D.1
Nash, D.F.T.2
-
11
-
-
0000625857
-
Shear modulus and damping in soils: Design equations and curves
-
Hardin BO, Drnevich VP (1972) Shear modulus and damping in soils: Design equations and curves. J Soil Mech Found Div 98(SM7):667-691
-
(1972)
J Soil Mech Found Div
, vol.98
, Issue.SM7
, pp. 667-691
-
-
Hardin, B.O.1
Drnevich, V.P.2
-
13
-
-
0042494994
-
Discussion to 'effect of soil plasticity on cyclic response' by M. Vucetic and R. Dobry
-
Ishibashi I (1992) Discussion to 'effect of soil plasticity on cyclic response' by M. Vucetic and R. Dobry. J Geotech Eng 118(5):830-832
-
(1992)
J Geotech Eng
, vol.118
, Issue.5
, pp. 830-832
-
-
Ishibashi, I.1
-
14
-
-
0027557541
-
Unified dynamic shear moduli and damping ratios of sand and clay
-
Ishibashi I, Zhang I (1993) Unified dynamic shear moduli and damping ratios of sand and clay. Soils Found 33(1):183-191
-
(1993)
Soils Found
, vol.33
, Issue.1
, pp. 183-191
-
-
Ishibashi, I.1
Zhang, I.2
-
18
-
-
0005219564
-
Characterization of resilient modulus of compacted subgrade soils suing resonant column and torsional shear tests
-
Kim D-S, Stokoe KH (1992) Characterization of resilient modulus of compacted subgrade soils suing resonant column and torsional shear tests. Transport Res Rec 1369:83-91
-
(1992)
Transport Res Rec
, vol.1369
, pp. 83-91
-
-
Kim, D.-S.1
Stokoe, K.H.2
-
19
-
-
0003156036
-
Alternative method of determining resilient modulus of compacted subgrade soils using free-free resonant column test
-
Kim D-S, Kweon G-C, Lee K-H (1997) Alternative method of determining resilient modulus of compacted subgrade soils using free-free resonant column test. Transport Res Rec 1369:62-69
-
(1997)
Transport Res Rec
, vol.1369
, pp. 62-69
-
-
Kim, D.-S.1
Kweon, G.-C.2
Lee, K.-H.3
-
22
-
-
4143113988
-
High resolution geophysical techniques for small-scale soil model testing
-
Ph.D. Thesis, Georgia Institute of Technology, Atlanta, GA
-
Lee J-S (2003) High resolution geophysical techniques for small-scale soil model testing. Ph.D. Thesis, Georgia Institute of Technology, Atlanta, GA
-
(2003)
-
-
Lee, J.-S.1
-
23
-
-
24944458624
-
Bender elements: Performance and signal interpretation
-
Lee J-S, Santamarina JC (2005) Bender elements: Performance and signal interpretation. J Geotech Geoenviron Eng, ASCE, 131(9):1063-1070
-
(2005)
J Geotech Geoenviron Eng, ASCE
, vol.131
, Issue.9
, pp. 1063-1070
-
-
Lee, J.-S.1
Santamarina, J.C.2
-
24
-
-
0037733490
-
Innovative in soil testing
-
In: Jamiolkowski H, Lancellota RH, LoPresti DCF (eds) Swets and Zeitlinger, Lisse
-
LoPresti DCF, Shibuya S, Rix GJ (2001) Innovative in soil testing. In: Jamiolkowski H, Lancellota RH, LoPresti DCF (eds) Pre-failure deformation characteristics of geomaterials. Swets and Zeitlinger, Lisse, pp 1027-1076
-
(2001)
Pre-failure Deformation Characteristics of Geomaterials
, pp. 1027-1076
-
-
LoPresti, D.C.F.1
Shibuya, S.2
Rix, G.J.3
-
25
-
-
0036009656
-
Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests
-
Mancuso C, Vassallo R, d'Onofrio A (2002) Small strain behavior of a silty sand in controlled-suction resonant column-torsional shear tests. Can Geotech J 39(1):22-31
-
(2002)
Can Geotech J
, vol.39
, Issue.1
, pp. 22-31
-
-
Mancuso, C.1
Vassallo, R.2
d'Onofrio, A.3
-
26
-
-
0034004034
-
The use of field geophysical techniques to determine geotechnical stiffness parameters
-
Matthews MC, Clayton CRI, Own Y (2000) The use of field geophysical techniques to determine geotechnical stiffness parameters. Geotech Eng 143:31-42
-
(2000)
Geotech Eng
, vol.143
, pp. 31-42
-
-
Matthews, M.C.1
Clayton, C.R.I.2
Own, Y.3
-
27
-
-
0030390331
-
Pulse transmission system for measuring wave propagation in soils
-
Nakagawa K, Soga K, Mitchell JK (1996) Pulse transmission system for measuring wave propagation in soils. J Geotech Eng, ASCE 122(4):302-308
-
(1996)
J Geotech Eng, ASCE
, vol.122
, Issue.4
, pp. 302-308
-
-
Nakagawa, K.1
Soga, K.2
Mitchell, J.K.3
-
28
-
-
0000929347
-
Horizontally mounted bender elements for measuring anisotropic shear moduli in triaxial clay specimens
-
Pennington DS, Nash DFT, Lings ML (2001) Horizontally mounted bender elements for measuring anisotropic shear moduli in triaxial clay specimens. Geotech Test J 24(2):133-144
-
(2001)
Geotech Test J
, vol.24
, Issue.2
, pp. 133-144
-
-
Pennington, D.S.1
Nash, D.F.T.2
Lings, M.L.3
-
29
-
-
0028499837
-
Prediction models of resilient modulus for nongranular material
-
Pezo RF, Hudson WR (1994) Prediction models of resilient modulus for nongranular material. ASTM Geotech Test J 17(3):349-355
-
(1994)
ASTM Geotech Test J
, vol.17
, Issue.3
, pp. 349-355
-
-
Pezo, R.F.1
Hudson, W.R.2
-
31
-
-
0003978147
-
-
Report GR 86-15, University of Texas, Austin, TX
-
Sanchez-Salinero I, Roesset JM, Stokoe KH II (1986) Analytical studies of body wave propagation and attenuation. Report GR 86-15, University of Texas, Austin, TX
-
(1986)
Analytical Studies of Body Wave Propagation and Attenuation
-
-
Sanchez-Salinero, I.1
Roesset, J.M.2
Stokoe II, K.H.3
-
34
-
-
1842665754
-
-
Transportation Research Record, No. 1849, Washington, D.C
-
Sawangsuriya A, Edil TB, Bosscher PJ (2003) Relationship between soil stiffness gauge modulus and other test moduli for granular soils. Transportation Research Record, No. 1849, Washington, D.C., pp 3-10
-
(2003)
Relationship Between Soil Stiffness Gauge Modulus and Other Test Moduli for Granular Soils
, pp. 3-10
-
-
Sawangsuriya, A.1
Edil, T.B.2
Bosscher, P.J.3
-
35
-
-
27944464492
-
Alternative testing techniques for modulus of pavement bases and subgrades
-
ASCE, Geotechnical Practice Publication, No. 3, Milwaukee, WI
-
Sawangsuriya A, Bosscher PJ, Edil TB (2005) Alternative testing techniques for modulus of pavement bases and subgrades. Proceedings of the 13th Annual great lakes geotechnical and geoenvironmental engineering conference, geotechnical applications for transportation infrastructure, ASCE, Geotechnical Practice Publication, No. 3, Milwaukee, WI, pp 108-121
-
(2005)
Proceedings of the 13th Annual Great Lakes Geotechnical and Geoenvironmental Engineering Conference, Geotechnical Applications for Transportation Infrastructure
, pp. 108-121
-
-
Sawangsuriya, A.1
Bosscher, P.J.2
Edil, T.B.3
-
36
-
-
0037618023
-
Experimental study of pulse velocities in compacted soils
-
Washington, D.C
-
Sheeran DE, Baker WH, Krizek RJ (1967) Experimental study of pulse velocities in compacted soils. Highway Research Record, No. 177, Washington, D.C., pp 226-238
-
(1967)
Highway Research Record
, Issue.177
, pp. 226-238
-
-
Sheeran, D.E.1
Baker, W.H.2
Krizek, R.J.3
-
37
-
-
0017969229
-
An improved shear wave transducer
-
Shirley D (1978) An improved shear wave transducer. J Acoust Soc Am 63(5):1643-1645
-
(1978)
J Acoust Soc Am
, vol.63
, Issue.5
, pp. 1643-1645
-
-
Shirley, D.1
-
38
-
-
0028667486
-
Measurement of dynamic parameters of road pavement materials by the bender element and resonant column tests
-
Souto A, Hartikainen J, Özüdoǧru K (1994) Measurement of dynamic parameters of road pavement materials by the bender element and resonant column tests. Geotechnique 44(3):519-526
-
(1994)
Geotechnique
, vol.44
, Issue.3
, pp. 519-526
-
-
Souto, A.1
Hartikainen, J.2
Özüdoǧru, K.3
-
39
-
-
10444273618
-
Comparison of laboratory resilient modulus with back-calculated elastic moduli from large-scale model experiments and FWD tests for granular materials
-
ASTM STP 1437, West Conshohocken, PA
-
Tanyu BF, Kim WH, Edil TB, Benson CH (2003) Comparison of laboratory resilient modulus with back-calculated elastic moduli from large-scale model experiments and FWD tests for granular materials. Resilient Modulus Testing for Pavement Components, ASTM STP 1437, West Conshohocken, PA
-
(2003)
Resilient Modulus Testing for Pavement Components
-
-
Tanyu, B.F.1
Kim, W.H.2
Edil, T.B.3
Benson, C.H.4
-
42
-
-
0026049998
-
Effect of soil plasticity on cyclic response
-
Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. J Geotech Eng 117(1):89-107
-
(1991)
J Geotech Eng
, vol.117
, Issue.1
, pp. 89-107
-
-
Vucetic, M.1
Dobry, R.2
-
44
-
-
0007520133
-
Ultrasonic testing for compacted clayey soils
-
ASCE, Geotechnical Special Publication, No. 99, Denver, CO
-
Yesiller N, Inci G, Miller CJ (2000) Ultrasonic testing for compacted clayey soils. Proceedings of Sessions of Geo-Denver 2000, Advances in Unsaturated Geotechnics. ASCE, Geotechnical Special Publication, No. 99, Denver, CO, pp 54-68
-
(2000)
Proceedings of Sessions of Geo-Denver 2000, Advances in Unsaturated Geotechnics
, pp. 54-68
-
-
Yesiller, N.1
Inci, G.2
Miller, C.J.3
|