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Study of large compacted clay embankment-fill failure
Failure occurred during construction of proposed 70 ft high railway embankment fill; fill was uniform clay of medium plasticity which was used at average moisture content of 3% greater than had been provided for in design; three test holes were drilled in fill and soil samples recovered; properties of field compacted and laboratory compacted soil samples are compared; age of both types of samples has significant effect on test results.
Study of large compacted clay embankment-fill failure
Failure occurred during construction of proposed 70 ft high railway embankment fill; fill was uniform clay of medium plasticity which was used at average moisture content of 3% greater than had been provided for in design; three test holes were drilled in fill and soil samples recovered; properties of field compacted and laboratory compacted soil samples are compared; age of both types of samples has significant effect on test results.
Study of large compacted clay embankment-fill failure
Can Geotechnical J
Insley, A.E. (author)
1965
23 pages
Article (Journal)
English
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