LABORATORY STUDY OF VERTICAL AND INCLINED SHEET PILE EFFECTS ON SEEPAGE CONTROL AND SAND BOILING PHENOMENON THROUGH ALLUVIAL FOUNDATION OF HYDRAULIC STRUCTURES

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YOUSEFI MEHDI; SEDGHI ASL MOHAMMAD; PARVIZI MANSOOR

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Journal: Iranian Journal of Soil and Water Research Year:2015 | Volume:46 | Issue:1 Page(s): 59-70

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Information Journal Paper

Title

LABORATORY STUDY OF VERTICAL AND INCLINED SHEET PILE EFFECTS ON SEEPAGE CONTROL AND SAND BOILING PHENOMENON THROUGH ALLUVIAL FOUNDATION OF HYDRAULIC STRUCTURES

Author(s)

YOUSEFI MEHDI | SEDGHI ASL MOHAMMAD | PARVIZI MANSOOR | Issue Writer Certificate

Keywords

ALLUVIAL FOUNDATIONQ2

BOILINGQ2

HYDRAULIC STRUCTURESQ2

SHEET PILEQ2

SEEPAGEQ2

Abstract

So far, for an analysis of SEEPAGE under HYDRAULIC STRUCTURES much research has been conducted in the form of numerical models. However, few field and laboratory works have been performed to study the BOILING phenomena for evaluating numerical models. Throughout the present work, a laboratory model was built to simulate SEEPAGE and its controlling measures under SHEET PILEs. The model consisted of a 2.2 m long, 0.8 m deep and 0.4 m wide flume, in which vertical SHEET PILEs were provided by Perspex sheets. The flume was made up of a steel frame, Perspex as well as thick glass sheets. The effect of position and depth of the SHEET PILE on the SEEPAGE flow, exit gradient and uplift pressure have been demonstrated in the form of dimensionless curves. The results indicate that the ratios d/D=0.44 and d/D=0.34 with a maximum upstream water level of h/hm=1.0 form the best possible depths, for both vertical and inclined SHEET PILEs in the depth of the foundation SHEET PILE. In other words, inclined SHEET PILEs are much more effective in reducing and controlling SEEPAGE, uplift pressure and hydraulic gradient than the vertical ones.

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APA: Copy

YOUSEFI, MEHDI, SEDGHI ASL, MOHAMMAD, & PARVIZI, MANSOOR. (2015). LABORATORY STUDY OF VERTICAL AND INCLINED SHEET PILE EFFECTS ON SEEPAGE CONTROL AND SAND BOILING PHENOMENON THROUGH ALLUVIAL FOUNDATION OF HYDRAULIC STRUCTURES. IRANIAN JOURNAL OF SOIL AND WATER RESEARCH, 46(1), 59-70. SID. https://sid.ir/paper/225800/en

Vancouver: Copy

YOUSEFI MEHDI, SEDGHI ASL MOHAMMAD, PARVIZI MANSOOR. LABORATORY STUDY OF VERTICAL AND INCLINED SHEET PILE EFFECTS ON SEEPAGE CONTROL AND SAND BOILING PHENOMENON THROUGH ALLUVIAL FOUNDATION OF HYDRAULIC STRUCTURES. IRANIAN JOURNAL OF SOIL AND WATER RESEARCH[Internet]. 2015;46(1):59-70. Available from: https://sid.ir/paper/225800/en

IEEE: Copy

MEHDI YOUSEFI, MOHAMMAD SEDGHI ASL, and MANSOOR PARVIZI, “LABORATORY STUDY OF VERTICAL AND INCLINED SHEET PILE EFFECTS ON SEEPAGE CONTROL AND SAND BOILING PHENOMENON THROUGH ALLUVIAL FOUNDATION OF HYDRAULIC STRUCTURES,” IRANIAN JOURNAL OF SOIL AND WATER RESEARCH, vol. 46, no. 1, pp. 59–70, 2015, [Online]. Available: https://sid.ir/paper/225800/en

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