Underexcavation for Leveling Buildings in Mexico City: Case of the Metropolitan Cathedral and the Sagrario Church-Reference-Cited by-同舟云学术

Underexcavation for Leveling Buildings in Mexico City: Case of the Metropolitan Cathedral and the Sagrario Church

Published:2001-09 Issue:3 Volume:7 Page:61-70
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Ovando-Shelley Efraín¹²,Santoyo Enrique¹²

Affiliation:

1. Res. Prof., Inst. de Ingeniería, UNAM, Ciudad Univ., Coyoacán, A. P. 70-472, Mexico City 04510, Mexico. E-mail: eovs@pumas.iingen. unam.mx

2. Tech. Mgr., TGC, Geotecnia, Geotechnical Consultants, Adolfo Prieto 1238, Mexico City 03100, Mexico. E-mail: tgc@mpsnet.com.mx

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0431%282001%297%3A3%2861%29

Reference14 articles.

1. Alberro J. and Hernández R. ( 1988). “Desplazamientos y esfuerzos en un medio semiprofundo elastoplástico al excavar un túnel circular (Displacements and stresses during the excavation of a circular tunnel in an elastoplastic semi-deep medium).” Serie Azul No. 516 Inst. de Ingeniería Universidad Nacional Autónoma de México Mexico City (in Spanish).

2. Edmonds H. ( 1993). “The use of underexcavation as a means of stabilising the Leaning Tower of Pisa.” MSc thesis Imperial College of Science Technology and Medicine London England.

3. Heyman J. ( 1969). “The safety of masonry arches.” Int. J. Mech. Sci. 11 363–385.

4. Jamiolkowsky M. Viggiani C. and Burland J. ( 1999). “Geotechnical aspects.” Proc. Workshop on the Restoration of the Leaning Tower: Present Situation and Perspectives preprints volume Pisa Italy.

5. Marsal R. J. and Mazari M. ( 1969). The subsoil of Mexico City School of Engineering Universidad Nacional Autónoma de México Mexico City.

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