This text describes the design and performance of a shallow spread footing foundation system for a large medical care facility in Mexico City. The project is unusual because the spread footings bear on a combination of basaltic lava and coarse sand fill containing angular lava fragments, the latter of which was densified using the dynamic deep compaction process. In the following narrative, the exploratory program is described, the geotechnical design and construction process is explained, and the inspection procedure for footings bearing on rock and soil is discussed. Further, the results of precise settlement monitoring for the structure are presented
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This case study is about the foundation and the site geotechnical potential evaluation for the rehab...
Severe seismic effects and regional ground subsidence are well recognized conditions that should be ...
During the rainy season of 1982, foundation distress was occurred at several recently completed and ...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
This paper explains a procedure for the choice of ballast modules used for the design of direct cont...
This paper explains a procedure for the choice of ballast modules used for the design of direct cont...
This paper presents the development of a shallow foundation system consisting of mat foundations for...
The loads on structures and infrastructures as well as their self-weight are as a set of forces that...
Foundation problems are normally associated with type of sub strata, soil, rock or any other foreign...
The analysis and design of foundations for the World\u27s Tallest Building are described. The result...
The paper presents case histories of performance of foundations where stone columns were provided, a...
The 1985 Mexico City earthquake and the 1989 Loma Prieta earthquake provided well-documented evidenc...
After selection of the site for this major hydroelectric project on the Upper Parana River, initial ...
The Paper describes the performance of a 28 m high compacted earthfill dam for water supply in North...
This paper reviews the effects of the Lorna Prieta earthquake on Treasure Island and discusses previ...
This case study is about the foundation and the site geotechnical potential evaluation for the rehab...
Severe seismic effects and regional ground subsidence are well recognized conditions that should be ...
During the rainy season of 1982, foundation distress was occurred at several recently completed and ...
Based on the results of a full-scale footing tests, spread footings were used instead of end-bearing...
This paper explains a procedure for the choice of ballast modules used for the design of direct cont...
This paper explains a procedure for the choice of ballast modules used for the design of direct cont...
This paper presents the development of a shallow foundation system consisting of mat foundations for...
The loads on structures and infrastructures as well as their self-weight are as a set of forces that...
Foundation problems are normally associated with type of sub strata, soil, rock or any other foreign...
The analysis and design of foundations for the World\u27s Tallest Building are described. The result...
The paper presents case histories of performance of foundations where stone columns were provided, a...
The 1985 Mexico City earthquake and the 1989 Loma Prieta earthquake provided well-documented evidenc...
After selection of the site for this major hydroelectric project on the Upper Parana River, initial ...
The Paper describes the performance of a 28 m high compacted earthfill dam for water supply in North...
This paper reviews the effects of the Lorna Prieta earthquake on Treasure Island and discusses previ...
This case study is about the foundation and the site geotechnical potential evaluation for the rehab...