| 000 | 01246nam a2200205#a 4500 | ||
|---|---|---|---|
| 001 | vtls000001985 | ||
| 008 | 230822s1979 xx 000 0 eng d | ||
| 040 | _aJPS | ||
| 090 | 0 | 0 | _aAGR 631.4.001.57 LEE |
| 100 |
_aLEE CHEE HAI. _eauthor |
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| 245 | 0 | _aEVALUATION OF DUNCAN'S HYPERBOLIC SOIL MODEL | |
| 260 |
_aIndiana : Department of Civil Engineering, _c1979 |
||
| 300 | _a143p | ||
| 505 | _a1. Introduction. 2. DUNCAN'S hyperbolic soil model. 2.1 Modulus formulation. 2.2 Poisson's ratio formulation. 3. Laboratory tests. 3.1 Approach. 3.2 Computer model. 3.3 Tests performed. 3.4 Discussion of results. 3.5 Conclusions. 4. Full scale test. 4.1 Approach. 4.2 Test culvert. 4.3 Determination of hyperbolic parameters. 4.4 Computer model of test culvert. 4.5 Discussion of results and conclusions. 5. Incorporations in CANDE. 5.1 Introduction. 5.2 Overview of CANDE. 5.3 READM subroutine. 5.4 DUNCAN subroutine. 5.5 User's guide. 5.6 Sample computer runs. 6. Conclusions and recommendations. 6.1 Conclusions. 6.2 Recommendations | ||
| 546 | _aENG | ||
| 650 | 1 | 0 | _aSOIL MODEL. |
| 942 | _cMONO | ||
| 990 | _a1979 | ||
| 999 |
_a02835 _a631.4.001.57 LEE _aVIRTUA00 _aVTLSSORT0080*0900*1000*2450*2600*3000*5050*5460*6500*9040*9050*9490*9900*9993 _c1172 _d1172 |
||
| 003 | JPS | ||