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SEEPAGE CONTROL OF WEAKENED ROCK FOUNDATION OF GEZHOUBA ERJIANG-SLUICE
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作者 Cao Dun-lu Xu Zhong-sheng Wu Song-gui, Yangtze Research. Institute, wuhan, P.R. China 《Journal of Hydrodynamics》 SCIE EI CSCD 1989年第3期36-46,共11页
It is the presence of weakened intercalations that makes the foundation of Gezhouba Erjiang-Sluice complex. Seepage control installation must be able not only to reduce seepapge pressure, but also to protect weakened ... It is the presence of weakened intercalations that makes the foundation of Gezhouba Erjiang-Sluice complex. Seepage control installation must be able not only to reduce seepapge pressure, but also to protect weakened intercalations from encroachment of seepage. In this paper theoretical analysis has been conducted to prove that well system is highly effective seepage control installation meeting this demand. By means of in-situ monitoring it has been verified that proposed seepage control measure relying mainly on drainage is of success. Seepage stability of weakened intercalations must be considered in employing drains to control seepage, while the seepage deformation of weakened intercalations is different from that of ordinary sand-gravel. Mechanism of seepage deformation of weakened intercalations has been expounded. Seepage wedging is a special type of seepage deformation for weakened intercalations, It is shown clearly that seepage deformation of intercalations does not mean seepage failure of the foundation. In such a foundation as that of Gezhouba sluice, the permeability is distributed randomly. So the seepage field is an unstable, stochastic field. 展开更多
关键词 seepage CONTROL OF WEAKENED ROCK foundation OF GEZHOUBA ERJIANG-SLUICE ROCK
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