东非某工程地基处理技术特点
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Technology characteristic of ground treatment in East Africa
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    摘要:

    东非某工程堆场面积约为115万m2,采用港池和泊位吹填料回填至堆场,设计荷载为30 kPa及50 kPa。根据咨工要求,在不同设计荷载的区域进行地质钻孔,再通过De Beer’s method 公式计算理论沉降量,若此理论沉降量小于10 cm则不需要进行地基处理。根据计算结果,部分位置的沉降量极其接近临界值10 cm,如直接判断不需要进行地基处理,则在后续施工或堆场使用过程中可能出现较大沉降。通过区域载荷试验对该理论沉降量进行检验校核,后续计算结果和区域载荷试验显示,堆场均不用进行地基处理。

    Abstract:

    The yard area of one project in East Africa is 1.15 million m2.The yard is filled with reclamation material dredging from basin and berth,and the design load of the yard is 30 kPa and 50 kPa.Under the suggestion of consultant engineer,boreholes have been arranged to carry out geological drilling.After the borehole drilling,the De Beer’s method is used to calculate the theoretical settlement,if the theoretical settlement is less than 10 cm,the ground treatment is not required.Some of the calculation theoretical settlements are especially close to the 10 cm critical value,thus if the contractor straightly judge no need for ground improvement,during the construction or when the yard is going to be used,the ground maybe appears serious settlement which can be a technology risk.Therefore the zone loading test is applied to recheck the value of settlement.The yard need no ground treatment according the ZLT test result and theory analysis.

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韩鹏飞,冯光华,蒙国司,等.东非某工程地基处理技术特点[J].水运工程,2018(5):183-188.

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  • 在线发布日期: 2018-05-15
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