薄壁钢管桩强风化岩层穿透性能研究
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Penetration performance of thin-wall steel pipe pile through highly weathered rock
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    摘要:

    结合东非某工程12 mm壁厚钢管桩沉桩实践,总结薄壁钢管桩在强风化岩层的沉桩规律,得出以下结论:钢管桩进入标贯击数50击的强风化珊瑚石灰岩面时,其贯入度为21.5~28.3 mm击。桩尖位于强风化岩层时液压锤能量传递系数最大可达94.5%,薄壁钢管桩进入强风化珊瑚石灰岩持力层最深可达7.1 m,此时贯入度为1.5 mm击。基桩D1和E1高应变结果显示,薄壁钢管桩桩尖进入强风化岩层3.7 m时,端阻力值增加明显趋缓,此时比刚入岩端阻力值增加30.8%~32.8%。

    Abstract:

    Based on the piling practice of 12 mm thick steel pipe pile in a project in the Eastern Africa,we summarize the pile-driving regularity of the thin-wall steel pipe pile in the highly weathered rock area and the conclusions are as follows:when the steel pipe pile enters the highly weathered rock of 50 standard penetration blow count,the penetration is within 21.5~28.3 mmblow and the maximum energy transfer coefficient reaches 94.5% of the hydraulic pile driving hammer while the pile tip is in the highly weathered rock.The penetration depth of pile tip can reach 7.1 m in the highly weathered rock,and the penetration is 1.5 mmblow correspondingly.When the pile tip of the thin-wall steel pipe pile enters 3.7 m below the highly weathered rock layer,the end resistance increases slowly,and the resistance value of the pile increases by 30.8%~32.8% according to the result of pile D1 and E1.

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冯光华,吴青华,陆治周,等.薄壁钢管桩强风化岩层穿透性能研究[J].水运工程,2017(12):228-231.

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  • 在线发布日期: 2017-12-12
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