由此为求取具有较强结构性的土的先期固结压力提供了一种新的思路和方法。
Thus it provides a new idea and method to determine preconsolidation pressure of strong structural soils.
它提出了以RC拱肋作为先期的跨越结构和后期高强石砌体砌筑的施工支架，最终由石砌体和RC拱肋共同形成主拱圈的构思。
RC-masonry combination arch bridge makes rc arch ribs as former spanning structure and falsework of upper masonry's construction. Finally, reinforced concrete and masonry together form arch ring.
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