
急求专业术语翻译
请问下面这段专业性特别强的文字如何翻译成英文?工程滑坡是指工程活动引起的滑坡,它是目前公路及铁路滑坡的主要类型。綦四路北渡至付家二级公路改建工程K21+340m~K21+...
请问下面这段专业性特别强的文字如何翻译成英文?
工程滑坡是指工程活动引起的滑坡,它是目前公路及铁路滑坡的主要类型。
綦四路北渡至付家二级公路改建工程K21+340m~K21+535m段为一挖方路基,路基中心最大开挖深度8.5m,在路基开挖过程中,斜坡发生变形滑移而形成一工程滑坡,后缘变形裂缝距道路中心线最大距离177m,影响范围较大。
本文介绍了该滑坡的工程地质条件、特征及形成机制。采用传递系数法对滑坡进行了稳定性分析及计算,并提出了相应的治理方案。通过方案比选,最终选用的方案为:
(1)K21+340~K21+420段:滑坡后缘进行清方,前缘用抗滑桩进行支挡。
(2)K21+420~K21+535段:对滑坡后缘全清方处理,路基右侧按1:3坡率对边缘土体进行放坡削方。
最后,根据选定方案,完成了施工图设计计算和施工图编制。
关键词:工程滑坡,传递系数法,抗滑桩,削方 展开
工程滑坡是指工程活动引起的滑坡,它是目前公路及铁路滑坡的主要类型。
綦四路北渡至付家二级公路改建工程K21+340m~K21+535m段为一挖方路基,路基中心最大开挖深度8.5m,在路基开挖过程中,斜坡发生变形滑移而形成一工程滑坡,后缘变形裂缝距道路中心线最大距离177m,影响范围较大。
本文介绍了该滑坡的工程地质条件、特征及形成机制。采用传递系数法对滑坡进行了稳定性分析及计算,并提出了相应的治理方案。通过方案比选,最终选用的方案为:
(1)K21+340~K21+420段:滑坡后缘进行清方,前缘用抗滑桩进行支挡。
(2)K21+420~K21+535段:对滑坡后缘全清方处理,路基右侧按1:3坡率对边缘土体进行放坡削方。
最后,根据选定方案,完成了施工图设计计算和施工图编制。
关键词:工程滑坡,传递系数法,抗滑桩,削方 展开
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Engineering is the engineering activities landslide caused by landslides, it is the highway and railway main types of landslides.
Qi four northbound ferry home to pay the conversion of secondary roads K21 +340 m ~ K21 +535 m above a roadbed excavation, subgrade excavation depth of the largest centers 8.5m, in the roadbed excavation process, the slope deformation and the formation of a slip Engineering landslide margin of deformation after the crack maximum distance from the centerline of the road 177m, the larger sphere of influence.
This article describes the decline of the engineering geological conditions, characteristics and formation mechanism. Transfer coefficient method used for the stability of landslide analysis and calculation, and the corresponding control program. Through the plan selection, and ultimately selected for the program:
(1) K21 +340 ~ K21 +420 paragraph: After the landslide margin for money side, front to use anti-slide pile retaining.
(2) K21 +420 ~ K21 +535 paragraph: After the landslide margin of the whole Kiyokata processing, the right side by 1:3 embankment slope rate on the marginal soil cut slope side to take.
Finally, according to the selected program, completed the design and calculation of working drawings and the preparation of working drawings.
Keywords: engineering landslide, transmission coefficient, anti-slide pile, cut side
这就是正确的翻译哦!
Qi four northbound ferry home to pay the conversion of secondary roads K21 +340 m ~ K21 +535 m above a roadbed excavation, subgrade excavation depth of the largest centers 8.5m, in the roadbed excavation process, the slope deformation and the formation of a slip Engineering landslide margin of deformation after the crack maximum distance from the centerline of the road 177m, the larger sphere of influence.
This article describes the decline of the engineering geological conditions, characteristics and formation mechanism. Transfer coefficient method used for the stability of landslide analysis and calculation, and the corresponding control program. Through the plan selection, and ultimately selected for the program:
(1) K21 +340 ~ K21 +420 paragraph: After the landslide margin for money side, front to use anti-slide pile retaining.
(2) K21 +420 ~ K21 +535 paragraph: After the landslide margin of the whole Kiyokata processing, the right side by 1:3 embankment slope rate on the marginal soil cut slope side to take.
Finally, according to the selected program, completed the design and calculation of working drawings and the preparation of working drawings.
Keywords: engineering landslide, transmission coefficient, anti-slide pile, cut side
这就是正确的翻译哦!
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