Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement...

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Zornberg, J.G. (2004). “Applied Unsaturated Soil Mechanics.” Proceedings of the Third International Conference on Unsaturated Soils, Recife, Brazil, March 10-13, Vol. 3, pp. 1165-1168.

Transcript of Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement...

Page 1: Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement for a lean clay in Paper 1 : "Expansive soils with deep moisture barriers: model-

Zornberg, J.G. (2004). “Applied Unsaturated Soil Mechanics.” Proceedings of the Third International Conference on Unsaturated Soils, Recife, Brazil, March 10-13, Vol. 3, pp. 1165-1168.

Page 2: Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement for a lean clay in Paper 1 : "Expansive soils with deep moisture barriers: model-
Page 3: Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement for a lean clay in Paper 1 : "Expansive soils with deep moisture barriers: model-
Page 4: Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement for a lean clay in Paper 1 : "Expansive soils with deep moisture barriers: model-
Page 5: Zornberg, J.G. (2004). Applied Unsaturated Soil Mechanics ... · "Bearing pressure and settlement for a lean clay in Paper 1 : "Expansive soils with deep moisture barriers: model-

Technical Paper by J.P. Giroud, J.G. Zornberg, and J.F ... · Geosynthetic and Granular Liquid Collection Layers Comprising Two Different Slopes”, Geosynthetics International, Special

Technical Paper by J.P. Giroud, J.G. Zornberg, and J.F ... · Geosynthetic and Granular Liquid Collection Layers Comprising Two Different Slopes”, Geosynthetics International, Special

QUÍMICA ANALÍTICA - J.G. DICK

QUÍMICA ANALÍTICA - J.G. DICK

Zornberg, J.G., and Weber, C.T. (2003). Geosynthetics ... authors concluded that a concrete-covered geomembrane canal liner offered the most economical alternative. Table 1 — Cost

Zornberg, J.G., and Weber, C.T. (2003). Geosynthetics ... authors concluded that a concrete-covered geomembrane canal liner offered the most economical alternative. Table 1 — Cost

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

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

EXPANSIVE SOILS - Cupolex Soils.pdf · SITES WITH LOW EXPANSIVE TO NO EXPANSIVE SOIL CONDITIONS On sites with low expansive to no expansive soil conditions, Cupolex and Beton Stop

EXPANSIVE SOILS - Cupolex Soils.pdf · SITES WITH LOW EXPANSIVE TO NO EXPANSIVE SOIL CONDITIONS On sites with low expansive to no expansive soil conditions, Cupolex and Beton Stop

EXPANSIVE SOILS - Cupolexcupolex.ca/downloads/brochures/Expansive Soils.pdf · The problem of “expansive soils” is well known to engineers and ... swelling clay soils, expansive

EXPANSIVE SOILS - Cupolexcupolex.ca/downloads/brochures/Expansive Soils.pdf · The problem of “expansive soils” is well known to engineers and ... swelling clay soils, expansive

Ternarias Triangulo J.G

Ternarias Triangulo J.G

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990 ...caee.utexas.edu/prof/zornberg/pdfs/CP/Zornberg_Azevedo_Parreira... · tensoes presente em ponto da do solo e o nfvel de

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1990 ...caee.utexas.edu/prof/zornberg/pdfs/CP/Zornberg_Azevedo_Parreira... · tensoes presente em ponto da do solo e o nfvel de

Chap8 Zornberg - page no · PDF file144 J.G. Zornberg & J.S. McCartney Subgrade GCL GM Drainage Protection Waste shear strength are discussed. This chapter also includes a discussion

Chap8 Zornberg - page no · PDF file144 J.G. Zornberg & J.S. McCartney Subgrade GCL GM Drainage Protection Waste shear strength are discussed. This chapter also includes a discussion

Ferreira, J.A.Z., Bueno, B.S., and Zornberg, J.G. (2008 ... · Dois tipos de solos foram utilizados nesta pesquisa. A Figura 3 exibe as curvas granulométri- cas e a Tabela I a caracterização

Ferreira, J.A.Z., Bueno, B.S., and Zornberg, J.G. (2008 ... · Dois tipos de solos foram utilizados nesta pesquisa. A Figura 3 exibe as curvas granulométri- cas e a Tabela I a caracterização

Crash / J.G. Ballard

Crash / J.G. Ballard

McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

McCartney, J.S., and Zornberg, J.G. (2005). The Centrifuge ...caee.utexas.edu/prof/zornberg/pdfs/CP/McCartney_Zornberg_2005b.pdf · based on pore size distributions (Fredlund and

Zornberg, J.G., Christopher, B.R., and LaRocque, C.J ... RECYCLED MATERIALS IN GEOTECHNICS Copyright ASCE 2004 Recycled Materials in Geotechnics. Title: untitled Created Date: 1/3/2005

Zornberg, J.G., Christopher, B.R., and LaRocque, C.J ... RECYCLED MATERIALS IN GEOTECHNICS Copyright ASCE 2004 Recycled Materials in Geotechnics. Title: untitled Created Date: 1/3/2005

Zornberg, J.G., Somasundaram, S., and LaFountain, L. (2001 ......for the cover of steep slopes at the Operating Industries, Inc. (011).Landfill. Design criteria include require- ments

Zornberg, J.G., Somasundaram, S., and LaFountain, L. (2001 ......for the cover of steep slopes at the Operating Industries, Inc. (011).Landfill. Design criteria include require- ments

5th European Geosynthetics Congress. Valencia 2012 ...Valencia 2012 Proceedings Vol 5. Topic: SOIL IMPROVEMENT AND REINFORCEMENT Pag 611 Roodi, G.H., and Zornberg, J.G. (2012). Effect

5th European Geosynthetics Congress. Valencia 2012 ...Valencia 2012 Proceedings Vol 5. Topic: SOIL IMPROVEMENT AND REINFORCEMENT Pag 611 Roodi, G.H., and Zornberg, J.G. (2012). Effect

The 15th Asian Regional Conference on Soil Mechanics and ... · The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering KL-M Zornberg, J.G. (2015). Stabilization

The 15th Asian Regional Conference on Soil Mechanics and ... · The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering KL-M Zornberg, J.G. (2015). Stabilization

Evaluation on expansive performance of the expansive soil ...web.mst.edu/~bateba/Bate_Js/Bate2018JAG.pdf · Evaluation on expansive performance of the expansive soil using electrical

Evaluation on expansive performance of the expansive soil ...web.mst.edu/~bateba/Bate_Js/Bate2018JAG.pdf · Evaluation on expansive performance of the expansive soil using electrical

Jon Soberg (Expansive Ventures) – Expansive Horizons - Taking on New Markets

Jon Soberg (Expansive Ventures) – Expansive Horizons - Taking on New Markets

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1998 ... · PDF fileused the programs FEAP (Zienkiewicz and Taylor, 1991 ) and GeoFEAP (Espinom et al., 195) developed at ... A finite

Zornberg, J.G., Azevedo, R.F., and Parreira, A.B. (1998 ... · PDF fileused the programs FEAP (Zienkiewicz and Taylor, 1991 ) and GeoFEAP (Espinom et al., 195) developed at ... A finite

Zornberg, J.G. (2001). Differential Settlements of a ... · 2 OVERVIEW OF THE PROJECT Figure I illustrates schematic profiles through the toe buttress and the waste slope along the

Zornberg, J.G. (2001). Differential Settlements of a ... · 2 OVERVIEW OF THE PROJECT Figure I illustrates schematic profiles through the toe buttress and the waste slope along the