| 贵州软岩地区摩擦桩试验研究 |
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| 引用本文： | 龚成中,何春林.贵州软岩地区摩擦桩试验研究[J].公路,2004(11):37-41. |
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| 作者姓名： | 龚成中 何春林 |
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| 作者单位： | 东南大学土木学院,南京市,210096;淮阴工学院,淮安市,223001;淮阴工学院,淮安市,223001 |
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| 摘 要： | 灌注桩是当前较为常用的基础形式，但在软岩地区摩擦型灌注桩的理论分析、试验和测试研究远不能适应工程的需要。通过对贵州某工程在泥质粉砂岩层所做的单桩静载试验，测试了桩周侧阻力及端阻力。分析了桩的荷载传递形状。
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| 关 键 词： | 岩土工程 自平衡静载试验 软岩 摩擦桩 承载特性 |
| 文章编号： | 0451-0712(2004)11-0037-04 |
Testing Study of Load-Transfer Behavior of Friction Piles in Soft Rock Area of Guizhou Province |
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| GONG Cheng zhong ,HE Chun lin.Testing Study of Load-Transfer Behavior of Friction Piles in Soft Rock Area of Guizhou Province[J].Highway,2004(11):37-41. |
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| Authors: | GONG Cheng zhong HE Chun lin |
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| Institution: | GONG Cheng zhong 1,2,HE Chun lin 1 |
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| Abstract: | The cast in place pile is a commonly used style of foundation, however the theoretic research, experimental study and test research are far behind the application of engineering. On the basis of the results of static load tests and stress tests for two friction piles with great diameter in soft rock area of Guizhou Province, the skin friction and point bearing capacity and the load transfer behavior of piles are analyzed. |
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| Keywords: | geo technological engineering self balancing static load test soft rock friction piles bearing capacity behavior |
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