-
2
-
-
33847292880
-
"A comparison of field and laboratory pullout tests on geosynthetics in marginal soils"
-
Transportation Research Board, Washington, D.C
-
Abu-Farsakh, M. Y., Almohd, I., and Farrag, K. (2006). "A comparison of field and laboratory pullout tests on geosynthetics in marginal soils." Transportation Research Record. 1975, Transportation Research Board, Washington, D.C., 124-136.
-
(2006)
Transportation Research Record. 1975
, pp. 124-136
-
-
Abu-Farsakh, M.Y.1
Almohd, I.2
Farrag, K.3
-
3
-
-
0033702797
-
"Performance of geosynthetic-reinforced walls supporting bridge and approaching roadway structures"
-
J. G. Zornberg and B. R. Christopher, eds. ASCE, New York
-
Abu-Hejleh, N., Wang, T., and Zornberg, J. (2000). "Performance of geosynthetic-reinforced walls supporting bridge and approaching roadway structures." Advances in transportation and geoenvironmental systems using geosynthetics, J. G. Zornberg and B. R. Christopher, eds., Vol. 103, ASCE, New York, 218-243.
-
(2000)
Advances in Transportation and Geoenvironmental Systems Using Geosynthetics
, vol.103
, pp. 218-243
-
-
Abu-Hejleh, N.1
Wang, T.2
Zornberg, J.3
-
4
-
-
0037699901
-
"Soil reinforcement loads in geosynthetic walls at working stress conditions"
-
GINTFD1072-6349
-
Allen, T. M., and Bathurst, R. J. (2002). "Soil reinforcement loads in geosynthetic walls at working stress conditions." Geosynthet. Int. GINTFD1072-6349, 9(5-6), 525-566.
-
(2002)
Geosynthet. Int.
, vol.9
, Issue.5-6
, pp. 525-566
-
-
Allen, T.M.1
Bathurst, R.J.2
-
5
-
-
0038028230
-
"A new working stress method for prediction of reinforcement loads in geosynthetic walls"
-
CGJOAH0008-3674 10.1139/t03-051
-
Allen, T. M., Bathurst, R. J., Holtz, R. D., Walters, D. L., and Lee, W. F. (2003). "A new working stress method for prediction of reinforcement loads in geosynthetic walls." Can. Geotech. J. CGJOAH0008-3674, 40, 976-994. 10.1139/t03-051
-
(2003)
Can. Geotech. J.
, vol.40
, pp. 976-994
-
-
Allen, T.M.1
Bathurst, R.J.2
Holtz, R.D.3
Walters, D.L.4
Lee, W.F.5
-
6
-
-
0002451480
-
"Performance of a 12.6m high geotextile wall in Seattle, Washington. Geosynthetic-reinforced soil retaining walls"
-
Denver, J. T. H. Wu, ed., Balkema, Rotterdam, The Netherlands
-
Allen, T. M., Chrisopher, B. R., and Holtz, R. D. (1992). "Performance of a 12.6m high geotextile wall in Seattle, Washington. Geosynthetic-reinforced soil retaining walls." Proc., Int. Symp. on Geosynthetic-Reinforced Soil Retaining Walls, Denver, J. T. H. Wu, ed., Balkema, Rotterdam, The Netherlands, 81-100.
-
(1992)
Proc., Int. Symp. on Geosynthetic-Reinforced Soil Retaining Walls
, pp. 81-100
-
-
Allen, T.M.1
Chrisopher, B.R.2
Holtz, R.D.3
-
7
-
-
33744927159
-
"Construction and instrumentation of full-scale geogrid-reinforced flexible pavement test sections"
-
I. L. Al-Qadi, ed., Vol. 191, ASCE, Reston, Va
-
Al-Qadi, I. L., Tutumluer, E., and Dessouky, S. (2006). "Construction and instrumentation of full-scale geogrid-reinforced flexible pavement test sections." Proc., Airfield and Highway Pavements Specialty Conf., I. L. Al-Qadi, ed., Vol. 191, ASCE, Reston, Va., 12.
-
(2006)
Proc., Airfield and Highway Pavements Specialty Conf.
, pp. 12
-
-
Al-Qadi, I.L.1
Tutumluer, E.2
Dessouky, S.3
-
8
-
-
0032598383
-
"Effects of mechanical deformations on the structurization and electricconductivity of electric conducting polymer composites"
-
JAPNAB0021-8995 10.1002/ (SICI)1097-4628(19991017)74:3<601::AID-APP14>3.0.CO;2-K
-
Anelli, J. N., Zaikov, G. E., and Khananashvili, L. M. (1999). "Effects of mechanical deformations on the structurization and electricconductivity of electric conducting polymer composites." J. Appl. Polym. Sci.JAPNAB0021-8995, 74, 601-621.10.1002/ (SICI)1097-4628(19991017)74:3<601::AID-APP14>3.0.CO;2-K
-
(1999)
J. Appl. Polym. Sci.
, vol.74
, pp. 601-621
-
-
Anelli, J.N.1
Zaikov, G.E.2
Khananashvili, L.M.3
-
9
-
-
84914818363
-
"Standard test methods for geosynthetics"
-
ASTM. Philadelphia
-
ASTM. (2007a). "Standard test methods for geosynthetics." Book of standards, D6637-01, Vol. 04.13, Philadelphia.
-
(2007)
Book of Standards, D6637-01
, vol.4
, Issue.13
-
-
-
10
-
-
84914816769
-
"Standard test method for tensile properties of plastics by use of microtensile specimens"
-
ASTM. Philadelphia
-
ASTM. (2007b). "Standard test method for tensile properties of plastics by use of microtensile specimens." Book of standards, D1708-06, Vol. 08.01, Philadelphia.
-
(2007)
Book of Standards, D1708-06
, vol.8
, Issue.1
-
-
-
11
-
-
16444380735
-
"Use of image analysis in determination of strain distribution during geosynthetic tensile testing"
-
JCCEE50887-3801 10.1061/(ASCE)0887-3801(2004)18:1(65)
-
Aydilek, A. H., Huler, M., and Edil, T. B. (2004). "Use of image analysis in determination of strain distribution during geosynthetic tensile testing." J. Comput. Civ. Eng.JCCEE50887-3801, 18(1), 65-74.10.1061/(ASCE)0887-3801(2004)18:1(65)
-
(2004)
J. Comput. Civ. Eng.
, vol.18
, Issue.1
, pp. 65-74
-
-
Aydilek, A.H.1
Huler, M.2
Edil, T.B.3
-
12
-
-
0038037675
-
"Short-term strain and deformation behavior of geosynthetic walls at working stress conditions"
-
GINTFD1072-6349
-
Bathurst, R. J., Allen, T. M., and Walters, D. L. (2002). "Short-term strain and deformation behavior of geosynthetic walls at working stress conditions." Geosynthet. Int. GINTFD1072-6349, 9(5-6), 451-482.
-
(2002)
Geosynthet. Int.
, vol.9
, Issue.5-6
, pp. 451-482
-
-
Bathurst, R.J.1
Allen, T.M.2
Walters, D.L.3
-
13
-
-
34247244596
-
"The influence of facing rigidity on the performance of two geosynthetic reinforced soil retaining walls"
-
CGJOAH0008-3674 10.1139/T06-076
-
Bathurst, R. J., Vlachopoulos, N., Walters, D. L., Burgess, P. G., and Allen, T. M. (2006). "The influence of facing rigidity on the performance of two geosynthetic reinforced soil retaining walls." Can. Geotech. J. CGJOAH0008-3674, 43(12), 1225-1237. 10.1139/T06-076
-
(2006)
Can. Geotech. J.
, vol.43
, Issue.12
, pp. 1225-1237
-
-
Bathurst, R.J.1
Vlachopoulos, N.2
Walters, D.L.3
Burgess, P.G.4
Allen, T.M.5
-
14
-
-
0023965212
-
"Conductive PE-carbon composites by elongation flow injection moulding. Part 1: Flow-induced conductivity profile-high molecular weight matrix"
-
JMTSAS0022-2461 10.1007/BF01174672
-
Bayer, R. K., (1988). "Conductive PE-carbon composites by elongation flow injection moulding. Part 1: Flow-induced conductivity profile-high molecular weight matrix." J. Mater. Sci. JMTSAS0022-2461, 23, 475-480. 10.1007/BF01174672
-
(1988)
J. Mater. Sci.
, vol.23
, pp. 475-480
-
-
Bayer, R.K.1
-
15
-
-
0004001368
-
-
British Standards Institute (BSI). BS8006, London.British Standards Institute (BSI). (1995). "Code of practice for strengthened/ reinforced soils and other fills." BS8006, London
-
British Standards Institute (BSI). (1995). "Code of practice for strengthened/reinforced soils and other fills." BS8006, London.British Standards Institute (BSI). (1995). "Code of practice for strengthened/reinforced soils and other fills." BS8006, London.
-
(1995)
"Code of Practice for Strengthened/reinforced Soils and Other Fills"
-
-
-
16
-
-
0020161055
-
"The relationship of carbon black dispersion to electrical resistivity and vulcanizate physical properties"
-
PYESAZ0032-3888 10.1002/pen.760221004
-
Cembrola, R. (1982). "The relationship of carbon black dispersion to electrical resistivity and vulcanizate physical properties." Polym. Eng. Sci.PYESAZ0032-3888, 22, 601-609.10.1002/pen.760221004
-
(1982)
Polym. Eng. Sci.
, vol.22
, pp. 601-609
-
-
Cembrola, R.1
-
17
-
-
0032024174
-
"Self-monitoring structural materials"
-
MIGIEA0927-796X 10.1016/S0927-796X(97)00021-1
-
Chung, D. D. L. (1998). "Self-monitoring structural materials." Mater. Sci. Eng. R. MIGIEA0927-796X, 22(2), 57-78. 10.1016/S0927-796X(97)00021-1
-
(1998)
Mater. Sci. Eng. R.
, vol.22
, Issue.2
, pp. 57-78
-
-
Chung, D.D.L.1
-
18
-
-
0006485488
-
"Carbon black dispersion and reinforcement"
-
IECHAD0019-7866 10.1021/ie50508a035
-
Dannenberg, E. M. (1952). "Carbon black dispersion and reinforcement." Ind. Eng. Chem. IECHAD0019-7866, 44(4), 813-818. 10.1021/ie50508a035
-
(1952)
Ind. Eng. Chem.
, vol.44
, Issue.4
, pp. 813-818
-
-
Dannenberg, E.M.1
-
19
-
-
0036470220
-
"Effect of axial stretching on electrical resistivity of short carbon fiber and carbon black filled conductive rubber composites"
-
PLYIEI0959-8103 10.1002/pi.811
-
Das, N. C., Chaki, T. K., and Khastgir, D. (2002). "Effect of axial stretching on electrical resistivity of short carbon fiber and carbon black filled conductive rubber composites." Polym. Int. PLYIEI0959-8103, 51, 156-163. 10.1002/pi.811
-
(2002)
Polym. Int.
, vol.51
, pp. 156-163
-
-
Das, N.C.1
Chaki, T.K.2
Khastgir, D.3
-
20
-
-
0030238376
-
"Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography"
-
GTNQA80016-8505
-
Desrues, J., Chambon, R., Mokni, M., and Mazerolle, F. (1996). "Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography." Geotechnique GTNQA80016-8505, 46(3), 529-546.
-
(1996)
Geotechnique
, vol.46
, Issue.3
, pp. 529-546
-
-
Desrues, J.1
Chambon, R.2
Mokni, M.3
Mazerolle, F.4
-
21
-
-
0012665302
-
"Mechanically stabilized earth walls and reinforced soil slopes-design and construction guidelines"
-
Federal Highway Administration, Washington, D.C.Elias, V., Christopher, B. R., and Berg, R. R. (2001). "Mechanically stabilized earth walls and reinforced soil slopes-design and construction guidelines." FHWA-NHI-00-043, Federal Highway Administration, Washington, D.C
-
Elias, V., Christopher, B. R., and Berg, R. R. (2001). "Mechanically stabilized earth walls and reinforced soil slopes-design and construction guidelines." FHWA-NHI-00-043, Federal Highway Administration, Washington, D.C.Elias, V., Christopher, B. R., and Berg, R. R. (2001). "Mechanically stabilized earth walls and reinforced soil slopes-design and construction guidelines." FHWA-NHI-00-043, Federal Highway Administration, Washington, D.C.
-
(2001)
FHWA-NHI-00-043
-
-
Elias, V.1
Christopher, B.R.2
Berg, R.R.3
-
23
-
-
0024108826
-
"Conductive PE-carbon black composites by elongational flow injection moulding. Part 2: Variation of the molecular weight of the matrix"
-
JMTSAS0022-2461 10.1007/BF01106846
-
Ezquerra, T. A., Bayer, R. K., Zachmann, H. G., and Balta Calleja, F. J. (1988). "Conductive PE-carbon black composites by elongational flow injection moulding. Part 2: Variation of the molecular weight of the matrix." J. Mater. Sci. JMTSAS0022-2461, 23, 4121-4126. 10.1007/ BF01106846
-
(1988)
J. Mater. Sci.
, vol.23
, pp. 4121-4126
-
-
Ezquerra, T.A.1
Bayer, R.K.2
Zachmann, H.G.3
Balta Calleja, F.J.4
-
24
-
-
27944502563
-
"Evaluation of interaction properties of geosynthetics in cohesive soils, Lab and field pullout tests"
-
LTRC, Baton Rouge, La
-
Farrag, K., and Morvant, M. (2004). "Evaluation of interaction properties of geosynthetics in cohesive soils, Lab and field pullout tests." Technical Summary Rep. No. 380, LTRC, Baton Rouge, La.
-
(2004)
Technical Summary Rep. No. 380
-
-
Farrag, K.1
Morvant, M.2
-
25
-
-
37049090192
-
"Sensor properties of filled polymer composites"
-
ANALAO0003-2654
-
Godovski, D. Y., Koltypin, E. A., Volkov, A. V., and Moskvina, M. A. (1993). "Sensor properties of filled polymer composites." Analyst (Cambridge, U.K.) ANALAO0003-2654, 118, 997-999.
-
(1993)
Analyst (Cambridge, U.K.)
, vol.118
, pp. 997-999
-
-
Godovski, D.Y.1
Koltypin, E.A.2
Volkov, A.V.3
Moskvina, M.A.4
-
27
-
-
44649133823
-
"Numerical analysis of reinforced soil retaining wall structures with cohesive and granular backfills"
-
GINTFD1072-6349 10.1680/gein.2007.14.6.330
-
Guler, E., Hamderi, M., and Demirkan, M. M. (2007). "Numerical analysis of reinforced soil retaining wall structures with cohesive and granular backfills." Geosynthet. Int. GINTFD1072-6349, 14(6), 330-345. 10.1680/gein.2007.14.6.330
-
(2007)
Geosynthet. Int.
, vol.14
, Issue.6
, pp. 330-345
-
-
Guler, E.1
Hamderi, M.2
Demirkan, M.M.3
-
28
-
-
16844366925
-
"Development and verification of a numerical model for the analysis of geosynthetic reinforced-soil segmental walls under working stress conditions"
-
CGJOAH0008-3674 10.1139/t05-040
-
Hatami, K., and Bathurst, R. J. (2005). "Development and verification of a numerical model for the analysis of geosynthetic reinforced-soil segmental walls under working stress conditions." Can. Geotech. J. CGJOAH0008-3674, 42(4), 1066-1085. 10.1139/t05-040
-
(2005)
Can. Geotech. J.
, vol.42
, Issue.4
, pp. 1066-1085
-
-
Hatami, K.1
Bathurst, R.J.2
-
29
-
-
33646693595
-
"A numerical model for reinforced soil segmental walls under surcharge loading"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2006)132:6(673)
-
Hatami, K., and Bathurst, R. J. (2006). "A numerical model for reinforced soil segmental walls under surcharge loading." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 132(6), 673-684. 10.1061/ (ASCE)1090-0241(2006)132:6(673)
-
(2006)
J. Geotech. Geoenviron. Eng.
, vol.132
, Issue.6
, pp. 673-684
-
-
Hatami, K.1
Bathurst, R.J.2
-
30
-
-
33847317126
-
"Influence of soil strength on the optimal embedment depth of a geosynthetic reinforcement layer in granular reinforced foundations"
-
Transportation Research Board, Washington, D.C
-
Hatami, K., and Raymond, G. P. (2006). "Influence of soil strength on the optimal embedment depth of a geosynthetic reinforcement layer in granular reinforced foundations." Transportation Research Record. 1975, Transportation Research Board, Washington, D.C., 155-162.
-
(2006)
Transportation Research Record. 1975
, pp. 155-162
-
-
Hatami, K.1
Raymond, G.P.2
-
31
-
-
34648841092
-
"Simulating the behavior of GRS bridge abutments"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2007)133:10(1229)
-
Helwany, M. B., Wu, J. T. H., and Kitsabunnarat, A. (2007). "Simulating the behavior of GRS bridge abutments." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 133(10), 1229-1240. 10.1061/ (ASCE)1090-0241(2007)133:10(1229)
-
(2007)
J. Geotech. Geoenviron. Eng.
, vol.133
, Issue.10
, pp. 1229-1240
-
-
Helwany, M.B.1
Wu, J.T.H.2
Kitsabunnarat, A.3
-
32
-
-
84914815946
-
"Effect of fines content in soils on pullout mechanism of geogrid"
-
Seoul, Korea
-
Hironaka, J., Hirai, T., Otani, J., and Inoue, M. (2004). "Effect of fines content in soils on pullout mechanism of geogrid." Proc., GeoAsia 2004, Seoul, Korea, 357-362.
-
(2004)
Proc., GeoAsia 2004
, pp. 357-362
-
-
Hironaka, J.1
Hirai, T.2
Otani, J.3
Inoue, M.4
-
33
-
-
0003614352
-
"Report on three unsuccessful reinforced walls"
-
F. Tatsuoka, and D. Leshchinsky, eds., Balkema, Rotterdam, The Netherlands
-
Huang, C.-C. (1994). "Report on three unsuccessful reinforced walls." Recent case histories of permanent geosynthetic-reinforced soil retaining walls, F. Tatsuoka, and D. Leshchinsky, eds., Balkema, Rotterdam, The Netherlands, 219-221.
-
(1994)
Recent Case Histories of Permanent Geosynthetic-reinforced Soil Retaining Walls
, pp. 219-221
-
-
Huang, C.-C.1
-
34
-
-
0036889399
-
"Carbon black filled conducting polymers and polymer blends"
-
APTYD50730-6679 10.1002/adv.10025
-
Huang, J. C. (2002). "Carbon black filled conducting polymers and polymer blends." Adv. Polym. Technol. APTYD50730-6679, 21(4), 299-313. 10.1002/adv.10025
-
(2002)
Adv. Polym. Technol.
, vol.21
, Issue.4
, pp. 299-313
-
-
Huang, J.C.1
-
35
-
-
67649154983
-
"Printing studies with conductive inks and exploration of new conducting polymer compositions"
-
MSc thesis, Rochester Institute of Technology, Rochester, N.Y
-
Karwa, A. (2006). "Printing studies with conductive inks and exploration of new conducting polymer compositions." MSc thesis, Rochester Institute of Technology, Rochester, N.Y.
-
(2006)
-
-
Karwa, A.1
-
36
-
-
0025498171
-
"Qualification of the electrical conductivity of carbon black filled polymeric materials"
-
IEEE, Piscataway, N.J
-
Kato, H., and Miyashita, Y. (1990). "Qualification of the electrical conductivity of carbon black filled polymeric materials." Proc., 1990 IEEE Conf. on Electrical Insulation and Dielectric Phenomena, IEEE, Piscataway, N.J., 417-425.
-
(1990)
Proc., 1990 IEEE Conf. on Electrical Insulation and Dielectric Phenomena
, pp. 417-425
-
-
Kato, H.1
Miyashita, Y.2
-
38
-
-
1842797487
-
"Performance test for geosynthetic-reinforced soil including effects of preloading"
-
Univ. of Colorado at Denver, Colo
-
Ketchart, K., and Wu, J. T. H. (2001). "Performance test for geosynthetic-reinforced soil including effects of preloading." Rep. No. FHWA-RD-01-018, Univ. of Colorado at Denver, Colo.
-
(2001)
Rep. No. FHWA-RD-01-018
-
-
Ketchart, K.1
Wu, J.T.H.2
-
39
-
-
84914818977
-
-
Killion/Davis-Standard
-
Killion/Davis-Standard. (2008). 〈http://www.saturn2.com/ killion.html〉
-
(2008)
-
-
-
40
-
-
0035015884
-
"Earth retaining wall costs in the USA"
-
Portland, Ore
-
Koerner, J., Soong, T.-Y., and Koerner, R. M. (2001). "Earth retaining wall costs in the USA." Proc., Geosynthetics 2001, Portland, Ore., 483-508.
-
(2001)
Proc., Geosynthetics 2001
, pp. 483-508
-
-
Koerner, J.1
Soong, T.-Y.2
Koerner, R.M.3
-
41
-
-
0004253056
-
-
5th Ed., Prentice-Hall, Upper Saddle River, N.J
-
Koerner, R. (2005). Designing with geosynthetics, 5th Ed., Prentice-Hall, Upper Saddle River, N.J.
-
(2005)
Designing With Geosynthetics
-
-
Koerner, R.1
-
42
-
-
4043172563
-
"Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls"
-
GINTFD1072-6349 10.1680/gein.10.3.77.37074
-
Ling, H. I., and Leshchinsky, D. (2003). "Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls." Geosynthet. Int. GINTFD1072-6349, 10(3), 77-94. 10.1680/ gein.10.3.77.37074
-
(2003)
Geosynthet. Int.
, vol.10
, Issue.3
, pp. 77-94
-
-
Ling, H.I.1
Leshchinsky, D.2
-
43
-
-
0342526689
-
"Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan"
-
SDEEEJ0267-7261 10.1016/S0267-7261(01)00011-2
-
Ling, H. I., Leshchinsky, D., and Chou, N. N. S. (2001). "Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan." Soil Dyn. Earthquake Eng. SDEEEJ0267-7261, 21(4), 297-313. 10.1016/S0267-7261(01)00011-2
-
(2001)
Soil Dyn. Earthquake Eng.
, vol.21
, Issue.4
, pp. 297-313
-
-
Ling, H.I.1
Leshchinsky, D.2
Chou, N.N.S.3
-
44
-
-
33947368844
-
"Digital image analysis techniques for fiber and soil mixtures"
-
Rep. Submitted to the Louisiana Transportation Research Center, Dept. of Civil and Environmental Engineering, Tulane Univ., New Orleans
-
Luna, R. (1999). "Digital image analysis techniques for fiber and soil mixtures." LTRC Project No. 98-2TIRE, Rep. Submitted to the Louisiana Transportation Research Center, Dept. of Civil and Environmental Engineering, Tulane Univ., New Orleans.
-
(1999)
LTRC Project No. 98-2TIRE
-
-
Luna, R.1
-
45
-
-
0027147275
-
"Models proposed to explain the electrical conductivity of mixtures made of conductive and insulating materials"
-
JMTSAS0022-2461 10.1007/BF00357799
-
Lux, F. (1993). "Models proposed to explain the electrical conductivity of mixtures made of conductive and insulating materials." J. Mater. Sci. JMTSAS0022-2461, 28, 285-301. 10.1007/ BF00357799
-
(1993)
J. Mater. Sci.
, vol.28
, pp. 285-301
-
-
Lux, F.1
-
46
-
-
14244268166
-
"Field performance of an independent full-height facing reinforced soil wall"
-
JPCFEV0887-3828 10.1061/(ASCE)0887-3828(2004)18:3(165)
-
Ma, C. C., and Wu, J. T. H. (2004). "Field performance of an independent full-height facing reinforced soil wall." J. Perform. Constr. Facil. JPCFEV0887-3828, 18(3), 165-172. 10.1061/ (ASCE)0887-3828(2004)18:3(165)
-
(2004)
J. Perform. Constr. Facil.
, vol.18
, Issue.3
, pp. 165-172
-
-
Ma, C.C.1
Wu, J.T.H.2
-
47
-
-
84914818308
-
"Why performance monitoring?"
-
Cancun, Mexico, IFAI, Roseville, Minn., Paper No. 1240
-
Marr, W. A. (2008). "Why performance monitoring?" GeoAmericas 2008, Proc., 1st Pan American Geosynthetics Conf. and Exhibition, Cancun, Mexico, IFAI, Roseville, Minn., Paper No. 1240, 690-704.
-
(2008)
GeoAmericas 2008, Proc., 1st Pan American Geosynthetics Conf. and Exhibition
, pp. 690-704
-
-
Marr, W.A.1
-
48
-
-
0024663981
-
"Conductive polyethylene-carbon black composites by elongational-flow injection molding. Part 3: Study of the structure and morphology"
-
CPMSB60303-402X 10.1007/BF01410185
-
Martizen Salazar, J., Bayer, R. K., Ezquerra, T. A., and Balta Calleja, F. J. (1989). "Conductive polyethylene-carbon black composites by elongational-flow injection molding. Part 3: Study of the structure and morphology." Colloid Polym. Sci. CPMSB60303-402X, 267, 409-413. 10.1007/BF01410185
-
(1989)
Colloid Polym. Sci.
, vol.267
, pp. 409-413
-
-
Martizen Salazar, J.1
Bayer, R.K.2
Ezquerra, T.A.3
Balta Calleja, F.J.4
-
49
-
-
52649126937
-
"Development of K-stiffness method for geosynthetic reinforced soil walls constructed with c-φ soils"
-
CGJOAH0008-3674 10.1139/T07-058
-
Miyata, Y., and Bathurst, R. J. (2007). "Development of K-stiffness method for geosynthetic reinforced soil walls constructed with c-φ soils" Can. Geotech. J. CGJOAH0008-3674, 44(12), 1391-1416. 10.1139/ T07-058
-
(2007)
Can. Geotech. J.
, vol.44
, Issue.12
, pp. 1391-1416
-
-
Miyata, Y.1
Bathurst, R.J.2
-
50
-
-
84914814596
-
"Geotextile and optic fibers: Feedback after four years of use in soil"
-
Washington, D.C., IFAI, Roseville, Minn
-
Nancey, A., Lacina, B., and Henderson, J. (2007). "Geotextile and optic fibers: Feedback after four years of use in soil." Geosynthetics 2007: Proc., GRI-20, Washington, D.C., IFAI, Roseville, Minn.
-
(2007)
Geosynthetics 2007: Proc., GRI-20
-
-
Nancey, A.1
Lacina, B.2
Henderson, J.3
-
51
-
-
0004027721
-
-
National Concrete Masonry Association (NCMA). 2nd Ed., Herndon, Va
-
National Concrete Masonry Association (NCMA). (2002). Design manual for segmental retaining walls, 2nd Ed., Herndon, Va.
-
(2002)
Design Manual for Segmental Retaining Walls
-
-
-
52
-
-
84914817729
-
"Use of BOTDR to measure distributed strains of geosynthetics"
-
Washington, D.C
-
Pamukcu, S., and Turel, M. (2007). "Use of BOTDR to measure distributed strains of geosynthetics." Geosynthetics 2007: Proc., GRI-20, Washington, D.C.
-
(2007)
Geosynthetics 2007: Proc., GRI-20
-
-
Pamukcu, S.1
Turel, M.2
-
53
-
-
84914812737
-
"Intelligent geosynthetics used for performance monitoring and construction control, Woodrow Wilson Bridge-Maryland portion"
-
Cancun, Mexico
-
Paylor, M. R., Christopher, B. R., and Nyren, R. R. (2008). "Intelligent geosynthetics used for performance monitoring and construction control, Woodrow Wilson Bridge-Maryland portion." Proc., GeoAmericas 2008, 1st Pan American Geosynthetics Conf. and Exhibition, Cancun, Mexico, 744-753.
-
(2008)
Proc., GeoAmericas 2008, 1st Pan American Geosynthetics Conf. and Exhibition
, pp. 744-753
-
-
Paylor, M.R.1
Christopher, B.R.2
Nyren, R.R.3
-
54
-
-
0343168011
-
"Polymer composites prepared by compression molding of a mixture of carbon black and nylon 6 powder"
-
PCOMDI0272-8397 10.1002/pc.10404
-
Pinto, G., Cipriano, L. G., and Ana, J. M. (1999). "Polymer composites prepared by compression molding of a mixture of carbon black and nylon 6 powder." Polym. Compos. PCOMDI0272-8397, 20, 804-808. 10.1002/pc.10404
-
(1999)
Polym. Compos.
, vol.20
, pp. 804-808
-
-
Pinto, G.1
Cipriano, L.G.2
Ana, J.M.3
-
55
-
-
0027626719
-
"Effect of extensional strain on the resistivity of electrically conductive nitrile-rubber composites filled with carbon filler"
-
JMTSAS0022-2461 10.1007/BF01159835
-
Pramanik, P. K., Khastagir, D., and Saha, T. N. (1993). "Effect of extensional strain on the resistivity of electrically conductive nitrile-rubber composites filled with carbon filler." J. Mater. Sci. JMTSAS0022-2461, 28, 3539-3546. 10.1007/BF01159835
-
(1993)
J. Mater. Sci.
, vol.28
, pp. 3539-3546
-
-
Pramanik, P.K.1
Khastagir, D.2
Saha, T.N.3
-
56
-
-
19844365417
-
"Imaging-based experimental soil mechanics"
-
J. A. Yamamuro and J. Koseki eds., Geotechnical Special Publication No. 143, ASCE, New York
-
Rechenmacher, A. (2003). "Imaging-based experimental soil mechanics." Geomechanics, Testing, Modeling, and Simulation, Proc., 1st Japan-U.S. Workshop on Testing, Modeling, and Simulation, J. A. Yamamuro and J. Koseki eds., Geotechnical Special Publication No. 143, ASCE, New York, 653-663.
-
(2003)
Geomechanics, Testing, Modeling, and Simulation, Proc., 1st Japan-U.S. Workshop on Testing, Modeling, and Simulation
, pp. 653-663
-
-
Rechenmacher, A.1
-
57
-
-
84914814482
-
-
RTP Co
-
RTP Co. (2004). 〈http://www.rtpcompany.com/info/data/es/ ESDC700.htm〉.
-
(2004)
-
-
-
58
-
-
84914810859
-
-
RTP Co
-
RTP Co. (2006). 〈http://www.rtpcompany.com/info/data/esd/ ESDC100.htm〉.
-
(2006)
-
-
-
59
-
-
84914813529
-
-
Samuel Roberts Noble Electron Microscopy Laboratory (SRNEML). Univ. of Oklahoma, Norman, Okla
-
Samuel Roberts Noble Electron Microscopy Laboratory (SRNEML). (2008). Univ. of Oklahoma, Norman, Okla., 〈http://www.microscopy.ou.edu/ jsm-880.shtml〉.
-
(2008)
-
-
-
60
-
-
0038130740
-
"Conducting polymer composites"
-
JOELFJ1385-3449 10.1023/A:1009909812823
-
Strumpler, R., and Glatz-Reichenbach, J. (1999). "Conducting polymer composites." J. Electroceram. JOELFJ1385-3449, 3(4), 329-346. 10.1023/A:1009909812823
-
(1999)
J. Electroceram.
, vol.3
, Issue.4
, pp. 329-346
-
-
Strumpler, R.1
Glatz-Reichenbach, J.2
-
61
-
-
84879683792
-
"Full-scale MSE test walls"
-
Las Vegas, IFAI, Roseville, Minn
-
Stulgis, R. P. (2005). "Full-scale MSE test walls." Proc., NAGS 2005/GRI-19 Conf., Las Vegas, IFAI, Roseville, Minn.
-
(2005)
Proc., NAGS 2005/GRI-19 Conf.
-
-
Stulgis, R.P.1
-
62
-
-
0038375945
-
"Conversion of geosynthetic strain to load using reinforcement stiffness"
-
GINTFD1072-6349
-
Walters, D. L., Allen, T. M., and Bathurst, R. J. (2002). "Conversion of geosynthetic strain to load using reinforcement stiffness." Geosynthet. Int. GINTFD1072-6349, 9(5-6), 483-523.
-
(2002)
Geosynthet. Int.
, vol.9
, Issue.5-6
, pp. 483-523
-
-
Walters, D.L.1
Allen, T.M.2
Bathurst, R.J.3
-
63
-
-
84914812467
-
"Use of digital photography to analyze foil strain gages on geosynthetics"
-
282, ASCE, Reston, Va
-
Warren, K. A., Howard, I. L., and Brooks, J. A. (2006). "Use of digital photography to analyze foil strain gages on geosynthetics." Proc., GeoCongress 2006, Vol. 187, 282, ASCE, Reston, Va., 1-6.
-
(2006)
Proc., GeoCongress 2006
, vol.187
, pp. 1-6
-
-
Warren, K.A.1
Howard, I.L.2
Brooks, J.A.3
-
64
-
-
0025419088
-
"Electrical and dielectric properties of segregated carbon black-polyethylene systems"
-
PYESAZ0032-3888 10.1002/pen.760300806
-
Yacubowicz, J., Narkis, M., and Benguigui, L. (1990). "Electrical and dielectric properties of segregated carbon black-polyethylene systems." Polym. Eng. Sci. PYESAZ0032-3888, 30, 459-468. 10.1002/ pen.760300806
-
(1990)
Polym. Eng. Sci.
, vol.30
, pp. 459-468
-
-
Yacubowicz, J.1
Narkis, M.2
Benguigui, L.3
-
65
-
-
6044273861
-
"Time-dependent uniaxial piezoresistive behavior of high-density polyethylene/short carbon fiber conductive composites"
-
JMREEE0884-2914 10.1557/JMR.2004.0355
-
Zheng, Q., Zhou, J. F., and Song, Y. H. (2004). "Time-dependent uniaxial piezoresistive behavior of high-density polyethylene/short carbon fiber conductive composites." J. Mater. Res. JMREEE0884-2914, 19(9), 2625-2634. 10.1557/JMR.2004.0355
-
(2004)
J. Mater. Res.
, vol.19
, Issue.9
, pp. 2625-2634
-
-
Zheng, Q.1
Zhou, J.F.2
Song, Y.H.3
-
66
-
-
33646583222
-
"Relationship between uniaxial deformation and piezoresistance for HDPE/CB composites"
-
Zhu, S., Zheng, Q., Zhou, J. F., and Zhang, M. Q. (2006). "Relationship between uniaxial deformation and piezoresistance for HDPE/CB composites." Acta Polymerica Sinica, 1, 82-86.
-
(2006)
Acta Polymerica Sinica
, vol.1
, pp. 82-86
-
-
Zhu, S.1
Zheng, Q.2
Zhou, J.F.3
Zhang, M.Q.4
-
67
-
-
0033326017
-
"Electrical properties and percolation phenomena in carbon black filled polymer composites"
-
IEEE, New York
-
Zois, H., Apekis, L., and Omastova, M. (1999). "Electrical properties and percolation phenomena in carbon black filled polymer composites." Proc., 10th Int. Symp. on Electrets, IEEE, New York, 529-532.
-
(1999)
Proc., 10th Int. Symp. on Electrets
, pp. 529-532
-
-
Zois, H.1
Apekis, L.2
Omastova, M.3
-
68
-
-
0037239167
-
"Strain distribution within geosynthetic-reinforced slopes"
-
JGGEFK1090-0241 10.1061/(ASCE)1090-0241(2003)129:1(32)
-
Zornberg, J. G., and Arriaga, F. (2003). "Strain distribution within geosynthetic-reinforced slopes." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 129(1), 32-45. 10.1061/ (ASCE)1090-0241(2003)129:1(32)
-
(2003)
J. Geotech. Geoenviron. Eng.
, vol.129
, Issue.1
, pp. 32-45
-
-
Zornberg, J.G.1
Arriaga, F.2
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