• The embedded depth and relative location of two tunnels severely affected the displacement field.

    叠交隧道的埋深及其相对空间位置关系对土层的位移场有较大的影响。

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  • The proper control value of embedded depth in rock of slurry drilled pile, so far has not been determined.

    泥浆护壁钻孔灌注桩的嵌岩深度的控制值问题目前尚未明确。

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  • The in-situ stress test results show that the geostress is very high even if the embedded depth is not too large.

    地应力测试结果表明,虽然隧洞埋深不大,但由于构造应力的存在,仍属于高地应力区。

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  • The high dependency of crop and vegetable yield on irrigation was the key cause of the change of groundwater embedded depth.

    粮食和蔬菜产量对地下水资源的高度依赖性,是引起地下水埋深变化的主要原因;

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  • The deposit shows such characteristics as rich orebody, uniform mineralization, less variable thickness and low embedded depth, etc.

    具有矿体多、矿化均匀、厚度较稳定和埋藏浅等特点。

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  • Successfully getting the solution of the ultimate embedded depth provides a foundation for determining the shortest length of the drag line.

    极限嵌入深度的成功求解为确定拖曳所需最短缆长提供了基础。

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  • The embedded depth of bedrock is shallow in Guangzhou City. The development of urban underground space will have certain impaction on the groundwater environment.

    广州城区基岩埋深较浅,地下空间开发可能对地下水环境造成影响。

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  • In the second part of the thesis, an experimental study on the effect of embedded depth on the uniformity coefficient of irrigation and the distribution of soil moisture was made.

    第二部分对渗灌管埋深对灌水均匀度和土壤水分分布的影响进行了试验研究。

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  • Research shows that, in the embedded movement of drag anchors, the embedded anchor chain will display a profile with reverse curvature and the anchor will reach an ultimate embedded depth.

    研究表明,拖曳锚嵌入运动中拖缆存在反悬链效应、锚板存在极限嵌入深度。

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  • The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.

    改进了锚杆自由段长度的计算方法,推导了结构的基础埋深和稳定性极限平衡分析的计算公式。

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  • The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.

    改进了锚杆自由段长度的计算方法,推导了结构的基础埋深和稳定性极限平衡分析的计算公式。

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