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hualeina

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In view of the comments of the referees, I must decline the manuscript for publication in **** at this time.  However, a new manuscript may be submitted which takes into consideration these comments.  In the previous version of this manuscript the editor had commented on obscure expressions and written language.  The reviewers of the present manuscript raise similar issues.  If you wish to resubmit your manuscript, please be sure to respond to the comments of the reviewers in full.  Regarding the language usage, you may wish to use an English language checking service, such as those listed on the Wiley web site¡£¡£¡£
Please note that resubmitting your manuscript does not guarantee eventual acceptance, and that your resubmission will be subject to re-review before a decision is rendered.
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This paper revisits a well-known problem in the modeling of **, that of obtaining accurate and non-oscillatory solutions for coupled hydro-mechanical problems, the difficulty being that the order of the displacement solution has to be greater than that for the pore water pressure. The use of the ** is innovative and a positive feature of this work.
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in the present paper, the ** technique is stabilized by using less points for the pressure approximation than for the displacements. This, essentially, causes the pressure to be approximated with low accuracy than the displacement. Hence, it follows the same idea as Taylor-Hood-elements in a FEM formulation. Surprisingly, the use of different ansatz orders like for Taylor-Hood elemtns does not work for the **. There is no mathematical proof but two studies which show that the idea work. Unfortunately, the essential question what must be the relation between the amount of nodes for the displacement and the pressure approximation is not answered.£¨°ïæ¿´¿´Õâ¸öÉó¸åÈËÊÇÖ§³Ö»¹ÊÇ·´¶Ô£©
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