初步分析认为，这种现象可能与现代构造应力场有关。

The primary analysis considered the effect could be relative to tectonic stress field.

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因此，有必要利用分析得到的典型地质构造应力场的模拟结果来对这些“模式”进行检验。

Therefore it is necessary to test these styles by the results from the mechanic models.

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因此，有必要利用分析得到的典型地质构造应力场的模拟结果来对这些“模式”进行检验。

Therefore it is necessary to test these styles by the results from the mechanic models.

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