Field Experimental Research on Bearing Capacity of Cast-in-Situ Piles in Xigeda-Rock
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摘要: 为向建设中的西昌攀枝花高速公路桥梁桩基础设计提供参考(该高速公路沿线约90 km路段通过岩性软弱、遇水易泥化和崩解的昔格达岩层),在攀枝花地区新九和安宁河流域德昌蒲坝的昔格达岩层中对13根灌注桩进行了单桩轴向静载试验,研究了桩的承载力和影响承载力的因素.结果表明,昔格达岩层可以作为桩基础的持力层,但应保证桩的施工质量.Abstract: To provide a reference for the design of pile foundations of bridges on the Xichang-Panzhihua expressway being constructed,the static loading tests and researches on the axial bearing capacity of 13 cast-in-situ piles set in Xigeda-rock were carried out at Xinjiu in Panzhihua and at Puba in Dechang.Xigeda-rock is an extremely soft rock with the special behaviors of softening,mashing and collapsing due to water,and this kind of rock abounds in a region as long as 90 km along this expressway.The experimental and research results show that Xigeda-rock can be used as the ground of pile foundations,and the construction quality is extremely important to their bearing capacity.
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Key words:
- xigeda-rock /
- soft rock /
- cast-in-situ pile /
- static loading test /
- bearing capacity
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