[资料]岩石边坡工程（E Hoek）中文版（经典） [复制链接]

sdckpbvplplbgpllpflbll;ngklRe:岩石边坡工程（E Hoek）中文版（经典）

Re:岩石边坡工程（E Hoek）中文版（经典）ujkufgktuliyftuog;

Re:岩石边坡工程（E Hoek）中文版（经典）ujkufgktuliyftuog; vjhghkhgl;ihjv

正在找这个，雪中送炭啊。。。   感谢楼主

经典教材，谢谢了。

好好学习一下

slope, the resulting formula should only be used with caution. Its ideal 3m3 EXz  
application may be in gaining some idea of the maximum possible slope VmMh+)UZ  
height, given the total absence of

slope, the resulting formula should only be used with caution. Its ideal 3g^IXm:K$  
application may be in gaining some idea of the maximum possible slope 9x4wk*z  
height, given the total absence of unfavourable

slope, the resulting formula should only be used with caution. Its ideal RA!x  
application  be in gaining some idea of the maximum possible slope mi*:S%;h  
height, given the total absence of unfavourable geologic conditions.

slope, the resulting formula should only be used with caution. Its ideal  s$K@X `  
application may be in gaining some idea of the maximum possible slope '2;Ny23  
height, total absence of unfavourable geologic conditions.

slope, the resulting formula should only be used with caution. Its ideal f(EYx)gZ  
application may be in gaining some idea of the maximum possible slope J"m%q\'  
height, given the of unfavourable geologic conditions.

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