Soil Stress Distribution around Buried Pipes

Author:

Shmulevich Itzhak1,Galili Naftali2,Foux Amnon3

Affiliation:

1. Research Fellow, Faculty of Agricultural Engrg., Technion Israel Inst. of Tech., Haifa 32000, Israel

2. Sr. Lect., Faculty of Agricultural Engrg., Technion Israel Inst. of Tech., Haifa 32000, Israel

3. Assoc. Prof., Dept. of Biomedical Engrg., Technion Israel Inst. of Tech., Haifa 32000, Israel

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference22 articles.

1. Allgood J. R. “Summary of Soil Structure Interaction ” Technical Report R‐771 DNA 13.018 Naval Civil Engineering Laboratory Port Hueneme Calif. July 1972.

2. Stress Distributions around Shallow Buried Rigid Pipes;Anand S. C.;Journal of the Structural Division,1974

3. Bagge G. and Funghange L. “Measured Loads on a Buried Circular Pipe with Base ” presented at the 9th International Congress on Concrete Vienna Austria Oct. 1978.

4. Bransby P. L. “Cambridge Contact Stress Transducers.” CUED/C‐SOILS/LN2 Univ. of Cambridge 1972.

5. Dixon W. J. BMD‐Biomedical Computer Programs X‐Series Supplement University of California Press Calif. 1972 pp. 177–186.

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