[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 Y'bDEdeT  
application may be in gaining some idea of the maximum possible slope 69r<Z  
height, given the total absence of

slope, the resulting formula should only be used with caution. Its ideal q*?LXKi  
application may be in gaining some idea of the maximum possible slope L!c7$M5xJ  
height, given the total absence of unfavourable

slope, the resulting formula should only be used with caution. Its ideal }O<=!^Y;A  
application  be in gaining some idea of the maximum possible slope D7olu29  
height, given the total absence of unfavourable geologic conditions.

slope, the resulting formula should only be used with caution. Its ideal 8G6PcTqv"  
application may be in gaining some idea of the maximum possible slope +5JCbT@y  
height, total absence of unfavourable geologic conditions.

slope, the resulting formula should only be used with caution. Its ideal rr>QG<i;G  
application may be in gaining some idea of the maximum possible slope {KxeH7S
 
height, given the of unfavourable geologic conditions.

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