Estimation of Building Damage Due to Excavation-Induced Ground Movements

Author:

Son Moorak12,Cording Edward J.12

Affiliation:

1. Senior Researcher, Korea Institute of Construction Technology, 2311 Daehwa-Dong, Ilsan-Gu, Goyang-Si, Gyeonggi-Do 411-712, South Korea.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference16 articles.

1. Bjerrum L. (1963). “Discussion on: Proc. European Conf. on Soil Mechanics and Foundation Engineering Vol. III.” Publication No 98 Norwegian Geotechnical Institute Oslo Norway 1–3.

2. Ground-Movement-Related Building Damage

3. Comparative evaluation of building responses to an adjacent braced excavation

4. Building Response to Excavation‐Induced Settlement

5. Burland J. B. (1995). “Assessment of risk of damage to buildings due to tunneling and excavation.” Proc. 1st Int. Conf. on Earthquake Geotechnical Engineering IS Tokyo.

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