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杨敏, 古海东. 疏排桩–土钉墙基坑支护中土钉墙加固效果试验研究[J]. 岩土工程学报, 2012, 34(suppl): 1-6.
引用本文: 杨敏, 古海东. 疏排桩–土钉墙基坑支护中土钉墙加固效果试验研究[J]. 岩土工程学报, 2012, 34(suppl): 1-6.
YANG Min, GU Hai-dong. Centrifuge tests on soil-nailing reinforcing effect in scattered row piles and soil nailing for excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 1-6.
Citation: YANG Min, GU Hai-dong. Centrifuge tests on soil-nailing reinforcing effect in scattered row piles and soil nailing for excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 1-6.

疏排桩–土钉墙基坑支护中土钉墙加固效果试验研究

Centrifuge tests on soil-nailing reinforcing effect in scattered row piles and soil nailing for excavations

  • 摘要: 采用同济大学中型岩土离心机进行了5组疏排桩–土钉墙组合支护基坑的离心机模型试验。离心机模型试验结果表明:组合支护结构中土钉能够显著提高桩间土体稳定性。土钉长度对疏排桩–土钉墙组合支护基坑稳定性、破坏模式以及桩间土拱效应影响显著。在本文研究的土性和基坑条件下,当土钉长度和基坑高度之比(L/H)为0.33时,桩间土拱效应明显,桩间土体滑裂面形态与疏排桩支护结构形似,当L/H为0.67时,桩间土拱效应不明显,滑裂面形态与土钉墙支护结构相似。随着土钉长度的增加,疏排桩–土钉墙组合支护基坑中的排桩内力逐渐减小。

     

    Abstract: A centrifuge study on pile-soil nailing (PSN) is carried out by Tongji University. The results of five groups of tests performed on the centrifuge in Tongji University show that the soil nailing of PSN can greatly increase the stability of cuttings. The length of soil nails has significant effects on the stability, failure mode and soil-arching effect of PSN. When the ratio of the nail length to the excavation depth (L/H) is 0.33, the soil-arching effect is very obvious, and the sliding surface morphology of PSN is similar to that of scattered pile retaining structure, However, when the L/H ratio is 0.67, the soil-arching effect is not obvious, and the sliding surface morphology of PSN is similar to that soil-nailing retaining structure. The pile internal forces of PSN decreases with the increase of the length of soil nails.

     

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