Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ground Modification by Sub-Excavation for Subdivisions on Expansive Soils
Deep over-excavation and recompaction at high moisture content is a process currently used to address swelling soil conditions for residential subdivisions and light commercial construction. Sub-excavation to relatively deep depths was initially conceived based on observations of performance of structures on steeply dipping bedrock. CTL | Thompson Inc. first used this approach in 1994/95 to address swelling issues in a large subdivision north of Golden which was underlain by steeply dipping expansive bedrock. The process was then used in other areas underlain by steeply dipping bedrock adjacent to the Front Range. Subsequently, as developers gained confidence and experience, the method spread to areas where the bedrock is relatively flat lying. The paper presents results, in summary form, of experience gained during the last 10 years throughout the Denver metro area, specifically at three sites: one underlain by dipping bedrock and two in flat lying bedrock locations. Graphs of swell potential before and after treatment and comparison of moisture content, dry density and swell potential as affected by sampling procedure are included. Typical quality control issues are identified. The process has been successfully used on several thousand single-family residential lots in the Denver metro area. Data developed over the last 10 years should give confidence to others as they discuss this approach with their clients.
Ground Modification by Sub-Excavation for Subdivisions on Expansive Soils
Deep over-excavation and recompaction at high moisture content is a process currently used to address swelling soil conditions for residential subdivisions and light commercial construction. Sub-excavation to relatively deep depths was initially conceived based on observations of performance of structures on steeply dipping bedrock. CTL | Thompson Inc. first used this approach in 1994/95 to address swelling issues in a large subdivision north of Golden which was underlain by steeply dipping expansive bedrock. The process was then used in other areas underlain by steeply dipping bedrock adjacent to the Front Range. Subsequently, as developers gained confidence and experience, the method spread to areas where the bedrock is relatively flat lying. The paper presents results, in summary form, of experience gained during the last 10 years throughout the Denver metro area, specifically at three sites: one underlain by dipping bedrock and two in flat lying bedrock locations. Graphs of swell potential before and after treatment and comparison of moisture content, dry density and swell potential as affected by sampling procedure are included. Typical quality control issues are identified. The process has been successfully used on several thousand single-family residential lots in the Denver metro area. Data developed over the last 10 years should give confidence to others as they discuss this approach with their clients.
Ground Modification by Sub-Excavation for Subdivisions on Expansive Soils
Hart, T. (Autor:in) / Thompson, R. W. (Autor:in) / McOmber, R. M. (Autor:in)
Biennial Geotechnical Conference 2008 ; 2008 ; Denver, Colorado, United States
GEO-Velopment ; 22-37
28.10.2008
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Study of excavation failure on expansive soils in Surabaya
TIBKAT | 2020
|Study of excavation failure on expansive soils in Surabaya
Springer Verlag | 2019
|Expansive Soils - Expensive Soils
British Library Online Contents | 1994
|ASCE | 2016
|British Library Online Contents | 2007
|