Location

St. Louis, Missouri

Session Start Date

6-1-1993

Abstract

A building collapse is investigated in which a shallow trench, excavated along the length of the building, resulted in the building's collapse. An investigation indicated that the trench had been excavated within 1 ft (0.3 m) of the foundation and that the foundation had been constructed on approximately 7 ft (2.1 m) of soft silty clay with the bottom portion of this soil highly saturated. The bearing capacity of the foundation, prior to excavation, was estimated to have a safety factor as low as 1.5. As a result of the proximity of the trench to the foundation and the soft soils, the trench collapsed soon after excavation. It is believed that the lower portion of the soil flowed into the trench causing a loss of bearing capacity. An understanding of the geologic setting of the foundation soils, coupled with soils information from the USDA's Soil Conservation Service indicated the hazards of excavating in this soil.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

Third Conference

Publisher

University of Missouri--Rolla

Publication Date

6-1-1993

Document Version

Final Version

Rights

© 1993 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Jun 1st, 12:00 AM

Building Collapse Due to Shallow Trench Excavation

St. Louis, Missouri

A building collapse is investigated in which a shallow trench, excavated along the length of the building, resulted in the building's collapse. An investigation indicated that the trench had been excavated within 1 ft (0.3 m) of the foundation and that the foundation had been constructed on approximately 7 ft (2.1 m) of soft silty clay with the bottom portion of this soil highly saturated. The bearing capacity of the foundation, prior to excavation, was estimated to have a safety factor as low as 1.5. As a result of the proximity of the trench to the foundation and the soft soils, the trench collapsed soon after excavation. It is believed that the lower portion of the soil flowed into the trench causing a loss of bearing capacity. An understanding of the geologic setting of the foundation soils, coupled with soils information from the USDA's Soil Conservation Service indicated the hazards of excavating in this soil.