STABILITY ANALYSIS OF SLOPES USING A DOUBLE SLIDING MODEL
Experience with Bishop's method, using the shear strength parameters c and obtained fron triaxial compression tests seems to indicate that the values of the safety factor obtained in this way are relatively large. This is sometimes compensated by using shear strength parameters obtained from d...
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| Format: | Article |
| Language: | English |
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University of Baghdad
2003-06-01
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| Series: | Journal of Engineering |
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| Online Access: | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2509 |