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Titlebook: Applications in Geomechanics; Carlos A. Brebbia Book 1987 Springer-Verlag Berlin, Heidelberg 1987 Vibration.calculus.integral equation.mec

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樓主: DIGN
21#
發(fā)表于 2025-3-25 04:00:20 | 只看該作者
https://doi.org/10.1007/978-3-476-03128-0 As summarized in this chapter, for many problems the equation can be simplified such that the associated free space Green’s function is known. Then the Boundary Element Method (BEM) becomes a very efficient technique for solving for the location of the transient free surface.
22#
發(fā)表于 2025-3-25 08:32:11 | 只看該作者
https://doi.org/10.1007/978-3-476-03128-0 performance of catchment area. For simplicity these are modeled by recharge problem to the groundwater flow. The simulation model also can determine hydrograph bias due to variability of soil infiltration properties and rainfall rate in space. Further, the hydrograph bias due to movement and time variation of recharge source is also studied.
23#
發(fā)表于 2025-3-25 12:30:57 | 只看該作者
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發(fā)表于 2025-3-26 00:57:33 | 只看該作者
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發(fā)表于 2025-3-26 04:48:55 | 只看該作者
28#
發(fā)表于 2025-3-26 09:43:47 | 只看該作者
Topics in Boundary Element Researchhttp://image.papertrans.cn/a/image/159271.jpg
29#
發(fā)表于 2025-3-26 15:32:36 | 只看該作者
30#
發(fā)表于 2025-3-26 17:04:28 | 只看該作者
Unconfined Groundwater Flow, As summarized in this chapter, for many problems the equation can be simplified such that the associated free space Green’s function is known. Then the Boundary Element Method (BEM) becomes a very efficient technique for solving for the location of the transient free surface.
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