AN INNOVATIVE APPROACH TO THE DESIGN OF GROUND ANCHORS

Bezuijen A., Talmon A., Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining. In Proc. Underground Space for Sustainable Urban Development (ITA Singapore). 2004.

Coyle H. M., Reese L. C., Load transfer for axially loaded piles in clay. Journal of the Soil Mechanics and Foundations Division, ASCE, 92, SM2, 1966 p. 1–26. Fig. 6 Distribution of shear stress along the anchor fixed length Fig. 7 Distribution of axial force in the anchor fixed length International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org 15th International Multidisciplinary Scientific GeoConferences SGEM2015

Duncan J., Chang C., Non-linear analysis of stress and strain in soils. Journal of Geotechnical Engineering (ASCE), vol. 96, no. 5, 1970, p. 1629–1653.

Kraft L. M., Kagawa T., Ray, R. P . Theoretical t -z Curves. Journal of the Geotechnical Engineering Division, vol. 107, no. 11, 1981, p. 1543–1561.

Ostermayer H., Construction, carrying behaviour and creep characteristics of ground anchors. Conf. on Diaphragm Walls and Anchorages , The Institution of Civil Engineers, 1974, p. 141-151.

Parker M., Reese L. C., Experimental and Analytical Studies of Behavior of Single Piles in Sand Under Lateral and Axial Loading: Research Report No. 117 -2. Center for Highway Research, The University of Texas at Austin, Austin, Texas, 1970.

Randolph M. F., Wroth C. P. , Analysis o f deformation of vertically loaded piles. Journal of Geotechnical Engineering (ASCE), vol. 104, no. 12, 1978, p. 1465– 1488.

Reddy E. S. B., O'Reilly M., Chapman D. N., Modified T-Z model-a software for tension piles. Computers and Structures, vol. 68, no. 6, 1998, p. 613–625.

Reese L. C., The action of soft clay along friction piles; bay mud revisited. 1990.

Sabatini P. J., Pass D. G., Bachus R. C. Geotechnical Engineering Circular No. 4 – Ground Anchors and Anchored Systems. 1999.

Sulaiman I. H., Coyle H. M., Uplift Resistance of Piles in Sand. Journal of the Soil Mechanics and Foundations Division, vol. 102, no. 5, 1976, p. 559–562.

Talmon A., Bezuijen A., Simulating the consolidation of TBM grout at Noordplaspolder. Tunnelling and Undergr ound Space Technology , vol. 24, no. 5, 2009, p. 493–499.

Velic P., Final report - Optimization of the railway track Krasíkov - Č. Třebová, a variant of the route in the section Třebovice - Rudoltice, investigation load tests of temporary anchors (in Slovak). VUIS, 2004.

Yin J., Zhou W., Influence of Grouting Pressure and Overburden Stress on the Interface Resistance of a Soil Nail . J. Geotech. Geoenviron. Eng., vol. 135, no. 9, 2009, p. 1198–1208.

Yu H. S., Houlsby G. T. , Finite cavity expansion in dilatant soils: loading analysis. Géotechnique, vol. 41, no. 2, 1991, p. 173–183. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

Bezuijen A., Talmon A., Grout pressures around a tunnel lining, influence of grout consolidation and loading on lining. In Proc. Underground Space for Sustainable Urban Development (ITA Singapore). 2004.

Coyle H. M., Reese L. C., Load transfer for axially loaded piles in clay. Journal of the Soil Mechanics and Foundations Division, ASCE, 92, SM2, 1966 p. 1–26. Fig. 6 Distribution of shear stress along the anchor fixed length Fig. 7 Distribution of axial force in the anchor fixed length International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org 15th International Multidisciplinary Scientific GeoConferences SGEM2015

Duncan J., Chang C., Non-linear analysis of stress and strain in soils. Journal of Geotechnical Engineering (ASCE), vol. 96, no. 5, 1970, p. 1629–1653.

Kraft L. M., Kagawa T., Ray, R. P . Theoretical t -z Curves. Journal of the Geotechnical Engineering Division, vol. 107, no. 11, 1981, p. 1543–1561.

Ostermayer H., Construction, carrying behaviour and creep characteristics of ground anchors. Conf. on Diaphragm Walls and Anchorages , The Institution of Civil Engineers, 1974, p. 141-151.

Parker M., Reese L. C., Experimental and Analytical Studies of Behavior of Single Piles in Sand Under Lateral and Axial Loading: Research Report No. 117 -2. Center for Highway Research, The University of Texas at Austin, Austin, Texas, 1970.

Randolph M. F., Wroth C. P. , Analysis o f deformation of vertically loaded piles. Journal of Geotechnical Engineering (ASCE), vol. 104, no. 12, 1978, p. 1465– 1488.

Reddy E. S. B., O'Reilly M., Chapman D. N., Modified T-Z model-a software for tension piles. Computers and Structures, vol. 68, no. 6, 1998, p. 613–625.

Reese L. C., The action of soft clay along friction piles; bay mud revisited. 1990.

Sabatini P. J., Pass D. G., Bachus R. C. Geotechnical Engineering Circular No. 4 – Ground Anchors and Anchored Systems. 1999.

Sulaiman I. H., Coyle H. M., Uplift Resistance of Piles in Sand. Journal of the Soil Mechanics and Foundations Division, vol. 102, no. 5, 1976, p. 559–562.

Talmon A., Bezuijen A., Simulating the consolidation of TBM grout at Noordplaspolder. Tunnelling and Undergr ound Space Technology , vol. 24, no. 5, 2009, p. 493–499.

Velic P., Final report - Optimization of the railway track Krasíkov - Č. Třebová, a variant of the route in the section Třebovice - Rudoltice, investigation load tests of temporary anchors (in Slovak). VUIS, 2004.

Yin J., Zhou W., Influence of Grouting Pressure and Overburden Stress on the Interface Resistance of a Soil Nail . J. Geotech. Geoenviron. Eng., vol. 135, no. 9, 2009, p. 1198–1208.

Yu H. S., Houlsby G. T. , Finite cavity expansion in dilatant soils: loading analysis. Géotechnique, vol. 41, no. 2, 1991, p. 173–183. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org