### Abstract

It is pointed out that the important stage in designing earth installations is seepage calculation and the calculation of stability of such installations. To make such calculations, a great variety of criteria should be selected. To eliminate this defect, the author suggests and describes an optimization approach. Based on this approach, the integral pressure is assessed, and the size of the coffer-dam is optimized for the case of seepage on the depression surface of the earth mass. Diagrams designed to estimate integral pressure and the size of the coffer-dam are given.

Original language | English |
---|---|

Pages | 26-29 |

Number of pages | 4 |

No. | 1 |

Specialist publication | Gidrotekhnicheskoe Stroitel'stvo |

Publication status | Published - Jan 1997 |

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### ASJC Scopus subject areas

- Mechanical Engineering
- Water Science and Technology

### Cite this

**Optimization of seepage on the depression surface of the earth mass.** / Kasimov, A. R.

Research output: Contribution to specialist publication › Article

*Gidrotekhnicheskoe Stroitel'stvo*, no. 1, pp. 26-29.

}

TY - GEN

T1 - Optimization of seepage on the depression surface of the earth mass

AU - Kasimov, A. R.

PY - 1997/1

Y1 - 1997/1

N2 - It is pointed out that the important stage in designing earth installations is seepage calculation and the calculation of stability of such installations. To make such calculations, a great variety of criteria should be selected. To eliminate this defect, the author suggests and describes an optimization approach. Based on this approach, the integral pressure is assessed, and the size of the coffer-dam is optimized for the case of seepage on the depression surface of the earth mass. Diagrams designed to estimate integral pressure and the size of the coffer-dam are given.

AB - It is pointed out that the important stage in designing earth installations is seepage calculation and the calculation of stability of such installations. To make such calculations, a great variety of criteria should be selected. To eliminate this defect, the author suggests and describes an optimization approach. Based on this approach, the integral pressure is assessed, and the size of the coffer-dam is optimized for the case of seepage on the depression surface of the earth mass. Diagrams designed to estimate integral pressure and the size of the coffer-dam are given.

UR - http://www.scopus.com/inward/record.url?scp=0030776648&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0030776648&partnerID=8YFLogxK

M3 - Article

SP - 26

EP - 29

JO - Gidrotekhnicheskoe Stroitel'stvo

JF - Gidrotekhnicheskoe Stroitel'stvo

SN - 0016-9714

ER -