Seepage effects in some riprap revetments

被引:8
作者
Hagerty, DJ [1 ]
Parola, AC [1 ]
机构
[1] Univ Louisville, Dept Civil & Environm Engn, Louisville, KY 40292 USA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2001年 / 127卷 / 07期
关键词
D O I
10.1061/(ASCE)0733-9429(2001)127:7(556)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Seepage can be an important cause of failure in riprap revetments, especially on streambanks consisting of layered alluvium, and on stage-controlled rivers. Revetments can be protected against seepage by filters designed according to widely accepted principles. Nevertheless, numerous widespread failures caused by emergent seepage have been observed in riprap revetments. The factors that most significantly affected the apparent severity and extent of seepage effects on revetments were alluvial layers of protected soil in which gradations varied from layer to layer and the persistence of a source of seepage water. Design and construction of these failed revetments did not prevent or accommodate the effects of seepage through the multilayered soils behind the revetments.
引用
收藏
页码:556 / 566
页数:11
相关论文
共 90 条
[81]  
SPOOR MF, 1989, P INT S SEDIMENT TRA, P600
[82]  
SPOOR MF, 1986, KANAWHA RIVER RECONA
[83]  
Terzaghi K, 1922, WASSERKRAFT, V17, P445
[84]   STABILITY OF COMPOSITE RIVER BANKS [J].
THORNE, CR ;
TOVEY, NK .
EARTH SURFACE PROCESSES AND LANDFORMS, 1981, 6 (05) :469-484
[85]  
*USBR, 1965, DES SMALL DAMS
[86]  
Vukovic M., 1992, SOIL STABILITY DEFOR
[87]   RIVERBANK CHANGE - SIXMILE ISLAND, OHIO RIVER, USA [J].
WEIGEL, TA ;
HAGERTY, DJ .
ENGINEERING GEOLOGY, 1983, 19 (02) :119-132
[88]   EVALUATION OF GEOTEXTILE SOIL FILTRATION CHARACTERISTICS USING THE HYDRAULIC CONDUCTIVITY RATIO ANALYSIS [J].
WILLIAMS, ND ;
ABOUZAKHM, MA .
GEOTEXTILES AND GEOMEMBRANES, 1989, 8 (01) :1-26
[89]  
WORMAN A, 1993, J HYDRAUL ENG-ASCE, V119, P1155
[90]  
WORMAN A, 1989, J HYDRAUL ENG-ASCE, V115, P1615