-
1
-
-
0035576167
-
Influence of longitudinal and transverse members on geogrid pullout behaviour during deformation
-
Alagiyawanna A.-M.N., Sugimoto M., Sato S., and Toyota H. Influence of longitudinal and transverse members on geogrid pullout behaviour during deformation. Geotext. Geomembr. 19 (2001) 483-507
-
(2001)
Geotext. Geomembr.
, vol.19
, pp. 483-507
-
-
Alagiyawanna, A.-M.N.1
Sugimoto, M.2
Sato, S.3
Toyota, H.4
-
2
-
-
4243781146
-
Bioengineering for Streambank Erosion Control. US Army Corps Eng. Waterw. Exp. Stn
-
Tech. Rep. EL-97-8
-
Allen, H.H., Leech, J.R., 1997. Bioengineering for Streambank Erosion Control. US Army Corps Eng. Waterw. Exp. Stn. Tech. Rep. EL-97-8.
-
(1997)
-
-
Allen, H.H.1
Leech, J.R.2
-
3
-
-
0344993024
-
Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions
-
ASTM D 3080
-
ASTM D 3080, 2004. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions.
-
(2004)
-
-
-
6
-
-
76349086272
-
Sull'utilizzo delle talee nelle sistemazioni di versante
-
Potenza, 16-19 settembre 2002 (in Italian)
-
Bischetti G.B., and D'Agostino V. Sull'utilizzo delle talee nelle sistemazioni di versante. Atti del 28° Conv. Idraul. Costr. Idraul. Potenza, 16-19 settembre 2002 (2002) (in Italian)
-
(2002)
Atti del 28° Conv. Idraul. Costr. Idraul.
-
-
Bischetti, G.B.1
D'Agostino, V.2
-
7
-
-
20444423306
-
Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects
-
Cheuk C.Y., Ng C.W.W., and Sun H.W. Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects. Comput. Geotech. 32 (2005) 290-303
-
(2005)
Comput. Geotech.
, vol.32
, pp. 290-303
-
-
Cheuk, C.Y.1
Ng, C.W.W.2
Sun, H.W.3
-
8
-
-
76349108888
-
-
Christopher, B.R., Gill, S.A., Giroud, J-P., Juan, I., Mitchell, J.K., Schlosser, F., Dunnicliff, J., 1989. Reinforced Soil Structures, I, Design and Construction Guidelines. Fed. Highw. Adm. Rep. FHWA-RD-89-043, 287 pp.
-
Christopher, B.R., Gill, S.A., Giroud, J-P., Juan, I., Mitchell, J.K., Schlosser, F., Dunnicliff, J., 1989. Reinforced Soil Structures, vol. I, Design and Construction Guidelines. Fed. Highw. Adm. Rep. FHWA-RD-89-043, 287 pp.
-
-
-
-
9
-
-
0003629594
-
-
Butterworths, Sevenoaks, Kent, England
-
Coppin N., Barker D., and Richards I. Use of Vegetation in Civil Engineering (1990), Butterworths, Sevenoaks, Kent, England
-
(1990)
Use of Vegetation in Civil Engineering
-
-
Coppin, N.1
Barker, D.2
Richards, I.3
-
10
-
-
0642312541
-
Comparison of pull-out performance of geogrids and geotextiles
-
Cowell M.J., and Sprague C.J. Comparison of pull-out performance of geogrids and geotextiles. Geosynth '93 (1993) 579-592
-
(1993)
Geosynth '93
, pp. 579-592
-
-
Cowell, M.J.1
Sprague, C.J.2
-
11
-
-
7044226255
-
Landslide types and processes. In: Landslides, Investigation and Mitigation
-
Spec. Rep. 247. Transp. Res. Board, Washington, pp
-
Cruden, D.M., Varnes, D.J., 1996. Landslide types and processes. In: Landslides, Investigation and Mitigation. Spec. Rep. 247. Transp. Res. Board, Washington, pp. 36-75.
-
(1996)
, pp. 36-75
-
-
Cruden, D.M.1
Varnes, D.J.2
-
12
-
-
76349125414
-
-
D.M., 11/03/1988. Norme tecniche riguardanti le indagini sui terreni e sulle rocce, la stabilità dei pendii naturali e delle scarpate, i criteri generali e le prescrizioni per la progettazione, l'esecuzione e il collaudo delle opere di sostegno delle terre e delle opere di fondazione (Italian prescription on soil and rock investigations, slope stability, general criteria and prescriptions for design, execution and inspection of fundation and retaining structures).
-
D.M., 11/03/1988. Norme tecniche riguardanti le indagini sui terreni e sulle rocce, la stabilità dei pendii naturali e delle scarpate, i criteri generali e le prescrizioni per la progettazione, l'esecuzione e il collaudo delle opere di sostegno delle terre e delle opere di fondazione (Italian prescription on "soil and rock investigations, slope stability, general criteria and prescriptions for design, execution and inspection of fundation and retaining structures).
-
-
-
-
13
-
-
76349087676
-
-
Donat, M., 1995. Bioengineering Techniques for Streambank Restoration. A Review of Central European Practices. B.C., Min. Env., Lands, Parks, Min. For., Watershed Rest. Proj. Rep. No. 2, 86 pp.
-
Donat, M., 1995. Bioengineering Techniques for Streambank Restoration. A Review of Central European Practices. B.C., Min. Env., Lands, Parks, Min. For., Watershed Rest. Proj. Rep. No. 2, 86 pp.
-
-
-
-
16
-
-
84882440627
-
A review of scale dependency in landslide hazard and risk analysis
-
Glade T., Anderson M., and Cozier M.J. (Eds), John Wiley & Sons
-
Glade T., and Crozier M.J. A review of scale dependency in landslide hazard and risk analysis. In: Glade T., Anderson M., and Cozier M.J. (Eds). Landslide Hazard and Risk (2005), John Wiley & Sons 75-138
-
(2005)
Landslide Hazard and Risk
, pp. 75-138
-
-
Glade, T.1
Crozier, M.J.2
-
17
-
-
0003422325
-
Design of fabrics retaining walls: the displacement method
-
Vienna, Austria
-
Gourc J.P., Ratel A., and Delmas Ph. Design of fabrics retaining walls: the displacement method. 3rd Int. Conf. on Geoext. Vienna, Austria (1986) 1289-1294
-
(1986)
3rd Int. Conf. on Geoext.
, pp. 1289-1294
-
-
Gourc, J.P.1
Ratel, A.2
Delmas, Ph.3
-
19
-
-
33745602493
-
SLIP$EX-A program for routine slope stability analysis to include the effects of vegetation, reinforcement and hydrological changes
-
Greenwood J.R. SLIP$EX-A program for routine slope stability analysis to include the effects of vegetation, reinforcement and hydrological changes. Geotech. Geol. Eng. 24 (2006) 193-202
-
(2006)
Geotech. Geol. Eng.
, vol.24
, pp. 193-202
-
-
Greenwood, J.R.1
-
20
-
-
0033153083
-
Pull-out test analysis for geo-reinforcement
-
Gurung N., and Iwao Y. Pull-out test analysis for geo-reinforcement. Geotext. Geomembr. 17 (1999) 157-170
-
(1999)
Geotext. Geomembr.
, vol.17
, pp. 157-170
-
-
Gurung, N.1
Iwao, Y.2
-
21
-
-
0004691060
-
Changes in interface stresses during pullout tests on geogrid conceptualized model for the pullout interaction mechanism is strip reinforcement
-
Hayashi S., Shahu J.T., and Watanabe K. Changes in interface stresses during pullout tests on geogrid conceptualized model for the pullout interaction mechanism is strip reinforcement. Geotech. Test. J. 22 (1999) 32-38
-
(1999)
Geotech. Test. J.
, vol.22
, pp. 32-38
-
-
Hayashi, S.1
Shahu, J.T.2
Watanabe, K.3
-
22
-
-
0034449386
-
Design method for local load on a geosynthetic reinforced soil structure
-
Haza E., Gotteland P., and Gourc J.P. Design method for local load on a geosynthetic reinforced soil structure. Geotech. Geol. Eng. 18 (2000) 243-267
-
(2000)
Geotech. Geol. Eng.
, vol.18
, pp. 243-267
-
-
Haza, E.1
Gotteland, P.2
Gourc, J.P.3
-
23
-
-
0025631767
-
-
Jewell, R.A., 1989. Revised design charts for steep reinforced slopes. In: Reinforced Embankments: Theory and Practice in the British Isles, (Shercliff, ed.), Thomas Telford, London, pp. 1-30.
-
Jewell, R.A., 1989. Revised design charts for steep reinforced slopes. In: Reinforced Embankments: Theory and Practice in the British Isles, (Shercliff, ed.), Thomas Telford, London, pp. 1-30.
-
-
-
-
24
-
-
0023306774
-
Direct shear tests on reinforced sand
-
Jewell R.A., and Wroth C.P. Direct shear tests on reinforced sand. Geotechnique 37 (1987) 53-68
-
(1987)
Geotechnique
, vol.37
, pp. 53-68
-
-
Jewell, R.A.1
Wroth, C.P.2
-
25
-
-
4444276736
-
Design and implementation of an ecological engineering approach to coastal restoration at Loyola Beach, Kleberg County, Texas
-
Jones K., and Hanna E. Design and implementation of an ecological engineering approach to coastal restoration at Loyola Beach, Kleberg County, Texas. Ecol. Eng. 22 (2004) 249-261
-
(2004)
Ecol. Eng.
, vol.22
, pp. 249-261
-
-
Jones, K.1
Hanna, E.2
-
26
-
-
0018288072
-
Theoretical analysis of failure in Reinforced Earth structures
-
ASCE, New York, NY
-
Juran I., and Schlosser F. Theoretical analysis of failure in Reinforced Earth structures. Proc. Symp. Earth Reinf. (1978), ASCE, New York, NY 528-555
-
(1978)
Proc. Symp. Earth Reinf.
, pp. 528-555
-
-
Juran, I.1
Schlosser, F.2
-
27
-
-
0011071628
-
Soil interaction characteristics of geotextiles and geogrids
-
Koutsourais M., Sandri D., and Swan R. Soil interaction characteristics of geotextiles and geogrids. Geosynth '98 (1998) 739-744
-
(1998)
Geosynth '98
, pp. 739-744
-
-
Koutsourais, M.1
Sandri, D.2
Swan, R.3
-
32
-
-
76349098530
-
-
Lewis, L., 2000. Soil Bioengineering an Alternative for Roadside Management a Practical Guide. USDA For. Serv., Technol. and Dev. Program, 700-Transp. Man.t, San Dimas, California, USA.
-
Lewis, L., 2000. Soil Bioengineering an Alternative for Roadside Management a Practical Guide. USDA For. Serv., Technol. and Dev. Program, 700-Transp. Man.t, San Dimas, California, USA.
-
-
-
-
33
-
-
33745605039
-
-
Washington State Dep. of Transp., Olympia, Washington, USA
-
Lewis L., Hagen S., and Salisbury S. Soil Bioengineering for Slope Stabilization (2001), Washington State Dep. of Transp., Olympia, Washington, USA
-
(2001)
Soil Bioengineering for Slope Stabilization
-
-
Lewis, L.1
Hagen, S.2
Salisbury, S.3
-
34
-
-
33644511724
-
Soil bioengineering and the ecological restoration of riverbanks at the Airport Town, Shanghai, China
-
Li X., Zhang L., and Zhang Z. Soil bioengineering and the ecological restoration of riverbanks at the Airport Town, Shanghai, China. Ecol. Eng. 26 (2006) 304-314
-
(2006)
Ecol. Eng.
, vol.26
, pp. 304-314
-
-
Li, X.1
Zhang, L.2
Zhang, Z.3
-
35
-
-
0030265416
-
Influence of the confinement, soil density and displacement rate on soil-geogrid interaction
-
Lopes M.L., and Ladeira M. Influence of the confinement, soil density and displacement rate on soil-geogrid interaction. Geotext. Geomembr. 14 (1996) 543-554
-
(1996)
Geotext. Geomembr.
, vol.14
, pp. 543-554
-
-
Lopes, M.L.1
Ladeira, M.2
-
36
-
-
34248218996
-
A comparative analysis of terrain stability models for predicting shallow landslides in colluvial soils
-
Meisina C., and Scarabelli S. A comparative analysis of terrain stability models for predicting shallow landslides in colluvial soils. Geomorphology 87 (2007) 207-223
-
(2007)
Geomorphology
, vol.87
, pp. 207-223
-
-
Meisina, C.1
Scarabelli, S.2
-
37
-
-
36248949536
-
Material stiffness, branching patterns and soil matric potential affect the pullout resistance of model root systems
-
Mickovski S.B., Bengough A.G., Bransby M.F., Davies M.C.R., Hallett P.D., and Sonnenberg R. Material stiffness, branching patterns and soil matric potential affect the pullout resistance of model root systems. Eur. J. Soil Sci. 58 (2007) 1471-1481
-
(2007)
Eur. J. Soil Sci.
, vol.58
, pp. 1471-1481
-
-
Mickovski, S.B.1
Bengough, A.G.2
Bransby, M.F.3
Davies, M.C.R.4
Hallett, P.D.5
Sonnenberg, R.6
-
38
-
-
0032527001
-
Ecological engineering-the 7-year itch
-
Mitsch W.J. Ecological engineering-the 7-year itch. Ecol. Eng. 10 (1998) 119-138
-
(1998)
Ecol. Eng.
, vol.10
, pp. 119-138
-
-
Mitsch, W.J.1
-
39
-
-
33745593466
-
Soil nailing application in erosion control-an experimental study
-
Mittal S. Soil nailing application in erosion control-an experimental study. Geotech. Geol. Eng. 24 (2006) 675-688
-
(2006)
Geotech. Geol. Eng.
, vol.24
, pp. 675-688
-
-
Mittal, S.1
-
40
-
-
5844292142
-
Research at TRRL to develop design criteria for Reinforced Earth
-
Heriot-Watt University, TRRL
-
Murray, R.T., 1977. Research at TRRL to develop design criteria for Reinforced Earth. In: Symp. Reinf. Earth and Other Compos. Soil Tech., Heriot-Watt University, TRRL Sup. 457.
-
(1977)
Symp. Reinf. Earth and Other Compos. Soil Tech
, Issue.SUP. 457
-
-
Murray, R.T.1
-
41
-
-
0003107879
-
A comparative review of limit equilibrium methods of stability analysis
-
Anderson M.G., and Richards K.S. (Eds), John Wiley & Sons
-
Nash D. A comparative review of limit equilibrium methods of stability analysis. In: Anderson M.G., and Richards K.S. (Eds). Slope Stability (1987), John Wiley & Sons 11-75
-
(1987)
Slope Stability
, pp. 11-75
-
-
Nash, D.1
-
43
-
-
17844404000
-
Optimum design of nailed soil slopes
-
Patra C.R., and Basudhar P.K. Optimum design of nailed soil slopes. Geotech. Geol. Eng. 23 (2005) 273-296
-
(2005)
Geotech. Geol. Eng.
, vol.23
, pp. 273-296
-
-
Patra, C.R.1
Basudhar, P.K.2
-
44
-
-
76349093220
-
Stability analysis of reinforced earth walls by two slip circle method
-
Paris, France
-
Phan T.L., Segrestin P., Schlosser F., and Long N.T. Stability analysis of reinforced earth walls by two slip circle method. Conference on Soil Reinforcement. Paris, France (1979) 119-123
-
(1979)
Conference on Soil Reinforcement
, pp. 119-123
-
-
Phan, T.L.1
Segrestin, P.2
Schlosser, F.3
Long, N.T.4
-
45
-
-
76349115432
-
Progetto di pendii ripidi rinforzati con geogriglie TENAX-Manuale di calcolo. Documento Tecnico TDR001, Geosynthetics Technical Office
-
Italy in Italian
-
Recalcati, P., 2002. Progetto di pendii ripidi rinforzati con geogriglie TENAX-Manuale di calcolo. Documento Tecnico TDR001, Geosynthetics Technical Office. TENAX spa, Viganò (LC), Italy (in Italian).
-
(2002)
TENAX spa, Viganò (LC)
-
-
Recalcati, P.1
-
46
-
-
76349124751
-
Quaderno opere tipo di ingegneria naturlaistica. DGR n. 6/48740
-
in Italian
-
Regione Lombardia, 2000. Quaderno opere tipo di ingegneria naturlaistica. DGR n. 6/48740 (in Italian).
-
(2000)
-
-
Lombardia, R.1
-
51
-
-
0032420014
-
Performance of geosynthetic-reinforced soil structures at limit equilibrium state
-
Shiwakoti D.R., Pradhan T.B.S., and Leshchinsky D. Performance of geosynthetic-reinforced soil structures at limit equilibrium state. Geosynth. Int. 5 (1998) 555-587
-
(1998)
Geosynth. Int.
, vol.5
, pp. 555-587
-
-
Shiwakoti, D.R.1
Pradhan, T.B.S.2
Leshchinsky, D.3
-
55
-
-
0032215958
-
Interaction between reinforcing geosynthetics and soil-tire chip mixtures
-
Tatlisoz N., Edil T.B., and Benson C.H. Interaction between reinforcing geosynthetics and soil-tire chip mixtures. J. Geotech. Geoenviron. Eng. (1998) 1109-1119
-
(1998)
J. Geotech. Geoenviron. Eng.
, pp. 1109-1119
-
-
Tatlisoz, N.1
Edil, T.B.2
Benson, C.H.3
-
56
-
-
76349121372
-
-
US Department of the Army, 1989. Engineering Use of Geotextiles. Dep. of the Army Tech. Manual, TM 5-818-8. Headquarters, Dep. of the Army, Washington, DC.
-
US Department of the Army, 1989. Engineering Use of Geotextiles. Dep. of the Army Tech. Manual, TM 5-818-8. Headquarters, Dep. of the Army, Washington, DC.
-
-
-
-
57
-
-
76349086741
-
-
U.S.D.A. Soil Conservation Service, 1992. Soil Bioengineering for Upland Slope Protection and Erosion Control. Eng. Field Handbook (210-EFH 10/92) (Ch. 18).
-
U.S.D.A. Soil Conservation Service, 1992. Soil Bioengineering for Upland Slope Protection and Erosion Control. Eng. Field Handbook (210-EFH 10/92) (Ch. 18).
-
-
-
-
58
-
-
0001981746
-
-
Highway Research Record, National Research Council
-
Vidal, H., 1969. The Principle of Reinforced Earth. Highway Research Record, National Research Council, No. 282, pp. 1-16.
-
(1969)
The Principle of Reinforced Earth
, Issue.282
, pp. 1-16
-
-
Vidal, H.1
-
60
-
-
0017538990
-
The shear resistance of root-permeated homogeneus and stratified soil
-
Waldron L.J. The shear resistance of root-permeated homogeneus and stratified soil. Soil Sci. Soc. Am. J. 41 3 (1977) 843-849
-
(1977)
Soil Sci. Soc. Am. J.
, vol.41
, Issue.3
, pp. 843-849
-
-
Waldron, L.J.1
-
62
-
-
38349117324
-
Probabilistic landslide risk analysis considering direct costs in the area north of Lisbon, Portugal
-
Zêzere J.L.R., Garcia A.C., Oliveira S.C., and Reis E. Probabilistic landslide risk analysis considering direct costs in the area north of Lisbon, Portugal. Geomorphology 94 (2008) 467-495
-
(2008)
Geomorphology
, vol.94
, pp. 467-495
-
-
Zêzere, J.L.R.1
Garcia, A.C.2
Oliveira, S.C.3
Reis, E.4
|