APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
スポンサーリンク
概要
- 論文の詳細を見る
A new type of infinite element for groundwater analysis which is capable of including the infinitely distanced constant head boundary conditions from the area of disturbance (e.g. pumping) is proposed by employing a series function type of mapping functions derived based on the asymptotic far field behavior of an aquifer for typical boundary value problems. The proposed infinite element can be classified as a type of FESC (Finite Element with Singular Contraction) by Rajapakse and Karasudhi (1985). A figure to indicate the required size of the near field to obtain accurate drawdown at specified points is also proposed based on some calculations. The infinite element is also successfully applied to a real pumping test problem conducted to examine the performance of a recently developed continuous sheet cut-off wall, which shows excellent agreement with the observation.
- 社団法人地盤工学会の論文
- 1993-03-15
著者
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POKHAREL GYANESWOR
Department of Civil Engineering, Nagoya University
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Pokharel Gyaneswor
(doctoral Course) Department Of Civil Engineering Nagoya University(former Research Associate Asian
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本城 勇介
Gifu University
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本城 勇介
Nagaoka University Of Technology
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本城 勇介
Division Of Geotechnical And Transportation Engineering Asian Institute Of Technolgy
関連論文
- MODEL TESTS AND THEORETICAL ANALYSIS OF REINFORCED SOIL SLOPES WITH FACING PANELS
- STABILITY ANALYSIS OF REINFORCED SOIL STRUCTURES USING RIGID PLASTIC FINITE ELEMENT METHOD
- DETERMINATION OF PARTIAL FACTORS FOR A VERTICALLY LOADED PILE BASED ON RELIABILITY ANALYSIS
- ESTIMATION OF SUBGRADE REACTION COEFFICIENT FOR HORIZONTALLY LOADED PILES BY STATISTICAL ANALYSES
- APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
- 無限要素の地下水解析への応用(『土質工学会論文報告集』Vol.33,No.1 (1993年3月発行)掲載論文の概要)
- APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
- 土木分野における性能設計の取り組み
- PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS
- PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS
- A NEW LOOK AT FLUCTUATING GEOTECHNICAL DATA FOR RELIABILITY DESIGN
- ON THE OPTIMUM DESIGN OF A SMOOTHING FILTER FOR GEOPHYSICAL TOMOGRAPHY
- A NEW LOOK AT FLUCTUATING GEOTECHNICAL DATA FOR RELIABILITY DESIGN
- A PROBABILISTIC APPROACH TO EVALUATE SHEAR STRENGTH OF HETEROGENEOUS STABILIZED GROUND BY DEEP MIXING METHOD