Bearing Capacities and Characterization of Compressible Clayey and Silty Foundation Soils in Oklahoma

Hayes, Curtis J.

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Bearing Capacities and Characterization of Compressible Clayey and Silty Foundation Soils in Oklahoma

1980-12-01
By Hayes, Curtis J.

File Language:

English

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Creators:

Hayes, Curtis J.
Corporate Creators:

Oklahoma. Department of Transportation. Research & Development Division
Corporate Contributors:

United States. Department of Transportation. Federal Highway Administration
Subject/TRT Terms:

Alluvium Bearing Capacity Ground Settlement Mechanical Properties Soil Profiles Water Table
Publication/ Report Number:

FHWA-OK-81 (3)
Resource Type:

Tech Report
Geographical Coverage:

United States ; Oklahoma
Edition:

Final Report, July 1, 1975 - Dec. 1980
Corporate Publisher:

Oklahoma. Department of Transportation
Abstract:

This study develops a characterization of systems from the surface down to bedrock. alluvial deposits where fill settlement is alluvial soils in two river Study sites were located in a problem. Continuous undisturbed soil samples were taken. Unconfined compression and consolidation tests were run on the soil layers. The field testing included the standard penetration test. Inclinometers were installed in an attempt to determine if creep existed in the weak soil layers of the alluvium.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:bae2b8d95b63c9463eb790f0b5bc6f79b40dceae3f0211f3770b8a14d4def1fcd01d8847fd7873e59d979aa77cdff4cf0da9b29d4252bd5cda424c91eb07db9a
Download URL:

https://rosap.ntl.bts.gov/view/dot/89529/dot_89529_DS1.pdf
File Type:

[PDF - 10.85 MB ]

File Language:

English

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