帮忙翻译一下就这点分全给了,要人工修改过的最后结果,急用谢谢啊!!鄙视直接贴上电脑翻译的!!

来源:百度知道 编辑:UC知道 时间:2024/06/27 22:53:06
最后,文章针对本次实例工程的岩土工程勘察提出了结论和建议: 本工程采用桩基础,基础以强风化花岗(斑)岩⑤为桩端持力层,桩型采用冲(钻)孔灌桩。本场地环境类别为Ⅱ类,场地地下水受环境类型和地层渗透性影响对砼结构不具腐蚀性;对砼结构中的钢筋在长期浸水下不具腐蚀性;对砼结构中的钢筋在干湿交替下具弱腐蚀性;地下水对钢结构具弱腐蚀性。本场地抗震设防烈度为七度,设计基本地震加速度值为0.10g,地震分组为第二组,本工程为丙类建筑,应按抗震设防烈度进行抗震设防。建筑场地类别为Ⅱ类,特征周期为0.40s。钻探深度范围内地基土层属于人工填土、冲洪积、淤积、残积风化成因类型,地基土层主要为素填土①、粉质粘土②、淤泥质土③、可塑状残积砾质粘性土④-1、硬性状残积砾质粘性土④-2、强风化花岗岩⑤。场地内存在厚度较大的素填土①及淤泥质土③,属对建筑抗震不利地段。

Finally, for this article, examples of the geotechnical engineering investigation by the conclusions and recommendations: a pile foundation of this project, based on a strong weathering granite (plaque) for the rock pile ⑤-bearing stratum, a pile of salt (drilling) Hole irrigation pile. The venue for the type of environment class Ⅱ, venue and type of groundwater by the environmental impact of the formation permeability of non-corrosive concrete structure, the reinforced concrete structure in the long-term immersion in the non-corrosive; on the reinforced concrete structure in alternating wet and dry under A weak corrosive; groundwater on the steel structures with weak corrosive. The venue for the seismic intensity of seven degree of security, the basic design of earthquake acceleration value of 0.10 g, the earthquake division for the second group, the Project for Class C buildings, should be carried out seismic fortification intensity seismic fortification. Ⅱ construction site for t