Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N.,...

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Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). “Failure of Steep Reinforced Soil Slopes.” Proceedings of the Geosynthetics '97 Conference, Long Beach, California, March, Vol. 1, pp. 55-72.

Transcript of Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N.,...

Page 1: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings

Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). “Failure of Steep Reinforced Soil Slopes.” Proceedings of the Geosynthetics '97 Conference, Long Beach, California, March, Vol. 1, pp. 55-72.

Page 2: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 3: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 4: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 5: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 6: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 7: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 8: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 9: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 10: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 11: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 12: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
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Page 14: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 15: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 16: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
Page 17: Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of … · Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings
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Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of ......Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings of

Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of ......Zornberg, J.G., Sitar, N., and Mitchell, J.K. (1997). Failure of Steep Reinforced Soil Slopes. Proceedings of

Parreira, A.B., Azevedo, R.F., and Zornberg, J.G. (1990 ... · modelo constitutivo que realmente o compŒtamento solo segundo que DO ... lainçäo destas superficies depende basmmente

Parreira, A.B., Azevedo, R.F., and Zornberg, J.G. (1990 ... · modelo constitutivo que realmente o compŒtamento solo segundo que DO ... lainçäo destas superficies depende basmmente

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Zornberg, J.G. (2001). Selection of Soil Shear Strength ......Zornberg, J.G. (2001). Selection of Soil Shear Strength Parameters in Geosynthetic-Reinforced Soil Design. Proceedings

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Zornberg, J.G., and McCartney, J.S. (2005). Evaluation of ...Proceedings of the International Symposium on Advanced Experimental Unsaturated Soil Mechanics, E xperus 2005, Trento,

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Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990 ... · PDF fileRan& iso-paramétricos de 8 nós.nNa gura est50 também indicadas das elementœ nas etapas construtivas a serem

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