. 4 Downloads. Abstract In the present study, the effects of seepage control measures under coastal dikes have been experimentally investigated. For the purpose of the study a laboratory model hydraulic flume 8.65 m long, 1 m deep, and 1 m wide was employed. The coastal dike was assumed as impermeable and made of a stainless-steel sheet of trapezoidal shape. The experiments were carried out employing five upstream and one downstream water levels.

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Besides, four different depths of sheet piles and four different lengths of impermeable blanket were used as seepage control measures. Results of the experiments were recorded at various points at the downstream foundation of the dike. The results indicated that the integrated application of two of the seepage control measures had more significant effect on reduction of uplift pressure. The results of the current study and two old empirical methods, that is Bligh and Lane, indicated that the Lane method underestimates the magnitude of uplift pressure and risk of piping in comparison with the Bligh’s method.

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Finally, the optimal values for impermeable blanket length and cut-off depth for minimizing the uplift pressure were determined.

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// Copyright (c) 2006, Google Inc. // All rights reserved. // // Redistribution and use in source and binary forms, with or without // modification, are permitted provided that the following conditions are // met: // //. Redistributions of source code must retain the above copyright // notice, this list of conditions and the following disclaimer. //. Redistributions in binary form must reproduce the above // copyright notice, this list of conditions and the following disclaimer // in the documentation and/or other materials provided with the // distribution. //.

Neither the name of Google Inc. Nor the names of its // contributors may be used to endorse or promote products derived from // this software without specific prior written permission. // // THIS SOFTWARE IS PROVIDED BY THE COPYRIGHT HOLDERS AND CONTRIBUTORS // 'AS IS' AND ANY EXPRESS OR IMPLIED WARRANTIES, INCLUDING, BUT NOT // LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR // A PARTICULAR PURPOSE ARE DISCLAIMED. IN NO EVENT SHALL THE COPYRIGHT // OWNER OR CONTRIBUTORS BE LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, // SPECIAL, EXEMPLARY, OR CONSEQUENTIAL DAMAGES (INCLUDING, BUT NOT // LIMITED TO, PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES; LOSS OF USE, // DATA, OR PROFITS; OR BUSINESS INTERRUPTION) HOWEVER CAUSED AND ON ANY // THEORY OF LIABILITY, WHETHER IN CONTRACT, STRICT LIABILITY, OR TORT // (INCLUDING NEGLIGENCE OR OTHERWISE) ARISING IN ANY WAY OUT OF THE USE // OF THIS SOFTWARE, EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. // minidumpfilewriter.h: Implements file-based minidump generation. It's // intended to be used with the Google Breakpad open source crash handling // project. #ifndef CLIENTMINIDUMPFILEWRITERH #define CLIENTMINIDUMPFILEWRITERH #include #include 'googlebreakpad/common/minidumpformat.h' namespace googlebreakpad class UntypedMDRVA; template class TypedMDRVA; // The user of this class can Open a file and add minidump streams, data, and // strings using the definitions in minidumpformat.h.

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