Based on site tests and comparison, a new type of pressure distribution anchor cable structure is successfully adopted for the strengthening of the slope.
经过现场试验对比后，采用承载性能较高的新型压力分散型锚索结构进行加固，并取得成功。
Made analysis and appraise for applicability and dependability of pressure concentrated-type cable under earthquake loads according to the numerical simulation result.
根据数值模拟结果对压力集中型锚索在地震荷载作用下的适用性和可靠性进行分析和评价。
These significant results can provide theoretical references for design and calculation of the pressure-type cable.
所得结果为压力型锚索的设计和计算提供一种理论参考。
These significant results can provide theoretical references for design and calculation of the pressure-type cable.
所得结果为压力型锚索的设计和计算提供一种理论参考。
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