The problem of shield machine driving through a station in Metro construction can be well solved by combining shield-driven tunnelling with mining or open cut excavation.
盾构扩挖法建造地铁车站能够很好地解决地铁建设中盾构过站的问题。
尘土会使敞露的伤口受到感染。
According to the actual condition of high bench in open cut coal mines and similarity law, a similarity model of high bench casting blast experiment was built and similarity constant was deduced.
根据露天煤矿高台阶抛掷爆破现场工况和相似准则，建立了高台阶抛掷爆破的相似试验模型，推导了相似常数。
Open cut mining will destroy the ecological environment to a certain extent.
露天开采在一定程度上会造成生态环境破坏。
TURBO-PROLOG language is used for developing a small expert system for equipment selection in open Cut mines.
本文采用TURBO—PROLOG语言开发了一个小型专家系统用于露天矿山的设备选型。
Therefore, it is meaningful in practice that designs and calculates for open-cut foundation from two aspects which are bury length determining and checking computation contents of foundation.
因此，从基础埋置深度的确定和基础的验算内容两方面分析明挖扩大基础的设计与计算，具有重要的实践意义。
Mining operations by open-cut methods ceased in 1962.
露天开采的矿山作业已于1962年停止。
Austenitic manganese steel, which serves as large riding wheel at open-cut coal mine, belongs to hardworking material.
用于露天煤矿大型托轮的高锰钢属于难加工材料。
In accordance with the results of stability analysis of the slope in Zijinshan Open-cut Gold Mine, it is found that the stability of originally designed slope can't meet the engineering requirements.
紫金山金矿露天边坡稳定性计算分析结果表明，原设计边坡的稳定性不能满足工程要求。
The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式，即采用加筋材料包裹土体———“土袋”加固软土地基的方法，并从试验和理论两个方面介绍了土袋的加固机理。
Open-cut slopes of 1:0.3 gradient reinforced by soil nails and pre-stressed anchoring cables are adopted for the foundation pit of Shaoniangong station of phase 1 of Shenzhen Metro.
深圳地铁一期工程少年宫站开挖基坑围护结构采用1∶0.3的放坡结合土钉加预应力锚索联合支护体系。
Open-cut slopes of 1:0.3 gradient reinforced by soil nails and pre-stressed anchoring cables are adopted for the foundation pit of Shaoniangong station of phase 1 of Shenzhen Metro.
深圳地铁一期工程少年宫站开挖基坑围护结构采用1∶0.3的放坡结合土钉加预应力锚索联合支护体系。
应用推荐