求人帮忙翻译几段英文!（第三部分）The large-scale model studies of the dam, which were brought to failure, confirmed that the minimum safetyfactor (with an increase only in the horizontal loads) corresponds to a failure mode close to o

求人帮忙翻译几段英文!（第三部分）The large-scale model studies of the dam, which were brought to failure, confirmed that the minimum safetyfactor (with an increase only in the horizontal loads) corresponds to a failure mode close to o
求人帮忙翻译几段英文!（第三部分）
The large-scale model studies of the dam, which were brought to failure, confirmed that the minimum safety
factor (with an increase only in the horizontal loads) corresponds to a failure mode close to overturning. Safety
factors in the range from 1.5 to 1.7 were obtained for the models. The construction joints, or contact zones,opened prior to failure. Failure of the compression zone occurred as a result of its constriction on rotation of the upper portion of the structure. The compressive stresses attain limiting values when the area in contact with the foundation is minimal; this leads to crushing of the material in this zone and to subsequent sliding.
Obviously, this failure mechanism can be referred conditionally to a mode of failure which is usually associated with the angular displacement of a rigid body about a point of rotation (overturning). The characteristic
failure modes are presented in Fig. 4.
Application of the proposed type of dam to the Kurpsai hydraulic faciIity will enable us to reduce its volume
and cost by 20% as compared with the concrete dam under design, which has a downstream slope of 1 : 0.7,
and whose stability and strength were determined with consideration given to the spatial effect.
Speaking of the economic effectiveness of the type of dam that we are proposing, it should be stressed that
its design enables us to approximate the construction process of concrete dams as closely as possible to the construction process of dams formed from local materials. The reduction in the amount of concrete used in the dam is, however, extremely effective by itself. This is graphically illustrated by the data in Table 4, which indicate that material costs amount to approximately 60% of the cost of the concrete placement; in this case. the percentage is only slightly dependent on the type of dam, the location of the construction site, and the natural conditions.
google上直接翻译出来的句子不通顺，是不可以的，要处理通顺后的语句。急用

求人帮忙翻译几段英文!（第三部分）The large-scale model studies of the dam, which were brought to failure, confirmed that the minimum safetyfactor (with an increase only in the horizontal loads) corresponds to a failure mode close to o
你什么时候要我可以帮你 423345373

大型模型研究大坝，这是失败了，证实了最低限度的安全
因子（增加只有在水平荷载）对应的失效模式接近倾覆。安全
因素的范围从1月5号至1月7号，得到的模型。在施工缝，或与区，开放之前要失败的。失败的压缩区发生由于其收缩的轮换的上部结构。在压应力达到限制值时，该地区的联系与该基金会是最小的，这会导致沉重的物质在这一地区，并随后滑动。
显然，这破坏机理有条件可称为一个模式的失...

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大型模型研究大坝，这是失败了，证实了最低限度的安全
因子（增加只有在水平荷载）对应的失效模式接近倾覆。安全
因素的范围从1月5号至1月7号，得到的模型。在施工缝，或与区，开放之前要失败的。失败的压缩区发生由于其收缩的轮换的上部结构。在压应力达到限制值时，该地区的联系与该基金会是最小的，这会导致沉重的物质在这一地区，并随后滑动。
显然，这破坏机理有条件可称为一个模式的失败通常是与角位移刚体点左右旋转（推翻） 。特征
失效模式提出了图。 4 。
拟议中的应用类型的大坝的Kurpsai液压faciIity将使我们能够减少其数量
和成本的20 ％相比，下混凝土坝的设计，它的下游边坡1 ： 0.7 ，
其稳定性和强度，确定考虑到空间的效果。
谈到经济效益类型的大坝，我们建议，应当强调的是，
它的设计使我们能够近似施工过程混凝土坝尽可能密切的建设过程中形成的水坝当地材料。减少的数额，即所用的混凝土大坝，但非常有效的本身。这生动地说明了数据在表4 ，这表明，材料的费用总计约60 ％的费用混凝土浇筑;在这种情况下。的比例仅略高于依赖类型的大坝，所在地的施工现场，以及自然条件。

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