新东门码头砂泥岩互层边坡分类及坡率取值
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Classification of sand-mudstone interbedded slope and value of slope ratio at Xindongmen wharf
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    摘要:

    新东门码头堆场岩质边坡开挖工程量大,开挖坡率会对工程造价产生较大影响。针对这一问题,在依据现有规范坡率取值的基础上,探索新的边坡坡率计算公式。在对比单一岩性质量分类(定性、RMR及BQ定量)和坡率取值(分类取值、破裂角)的基础上,创新地提出了单一岩性抗剪强度坡率取值、互层岩体等效BQ质量分类、互层岩体加权厚度抗剪强度坡率取值等方法,现场验证效果较好。得出结论:1)由抗剪强度坡率公式法计算的坡率可较好地利用岩体自身稳定、控制边坡安全、优化工程量。2)此方法可为无软弱外倾结构面、地下水不丰富、非顺层情况下类似互层岩体边坡质量分类、坡率取值提供一种新思路。

    Abstract:

    The amount of excavation works on the rock slope of the Xindongmen Wharf Yard is large,and the excavation slope rate will have a greater impact on the project cost. In response to this problem,new slope ratio calculation formulas are explored based on the existing standard slope ratio. Compared with single lithologic quality classification (qualitative,RMR and BQ quantitative) and slope ratio method (classified value and fracture angle),the methods are innovatively proposed,such as the value of the shear strength gradient of a single lithology,the equivalent BQ quality classification of interbedded rock mass,and weighted thickness shear strength slope ratio method. And the on-site verification effect is better. It is concluded that:1)The slope ratio calculated by the formula method of shear strength slope ratio can make good use of rock mass self-stability,control slope safety,and optimize engineering quantity. 2)This method can provide a new idea for the quality classification and slope rate selection of similar interbedded rock mass slopes in the case of no weak outwardly inclined structural planes,insufficient groundwater,and non-stratified conditions.

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田文丰,林 锐,杨堉果,等.新东门码头砂泥岩互层边坡分类及坡率取值[J].水运工程,2021(6):238-244.

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  • 在线发布日期: 2021-06-15
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