Evaluating Damage Potential in Buildings Affected by Excavations

Author:

Finno Richard J.1234,Voss Frank T.1234,Rossow Edwin1234,Blackburn J. Tanner1234

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208 (corresponding author). E-mail

2. Structural Engineer, GRC Engineering, Inc., 5544 W. 147th St., Tinley Park, IL.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208.

4. Research Assistant, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference20 articles.

1. American Concrete Institute (ACI). (1999). “Building code requirements for masonry.” ACI 530-99 Detroit.

2. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 Detroit.

3. Ground-Movement-Related Building Damage

4. Building Response to Excavation‐Induced Settlement

5. Bryson L. S. (2002). “Performance of a stiff excavation support system in soft clay and the response of an adjacent building.” PhD dissertation Northwestern Univ. Evanston Ill.

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