關(guān)于復(fù)合樁基承載力的探討
陳火忠
- 摘 要
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（廈門合道工程設(shè)計(jì)集團(tuán)有限公司，廈門 361003）[摘要] 通過(guò)理論分析和試驗(yàn)資料，得出群樁復(fù)合樁基的極限承載力不等于樁和地基土極限承載力之和的結(jié)論。提出了小樁距塑性支承樁復(fù)合樁基安全度的計(jì)算方法和特大樁距塑性支承樁復(fù)合樁基承載力計(jì)算的改進(jìn)意見(jiàn)，可供設(shè)計(jì)此類基礎(chǔ)時(shí)參考。[關(guān)鍵詞] 復(fù)合樁基; 塑性支承樁; 安全度; 沖（鉆）孔灌注樁中圖分類號(hào)：TU473.1+2 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2013)S2-0637-04Study on bearing capacity of composite pile foundationChen Huozhong(Xiamen Hordor Design Group Ltd., Xiamen 361003, China)Abstract: On the basis of theoretical analysis and experimental results, it comes to the conclusion that the ultimate bearing capacity of composite pile foundation does not equal to the sum of ultimate bearing capacity of piles and soil between piles .It suggests the way to calculate the safety degree of composite plastically-bearing-pile foundation with small pile distance. Some improvement suggestions are made to the calculation of the bearing capacity of composite plastically-bearing-pile foundation with large pile distance and can be referential to similar foundations design.Keywords: composite pile foundation;nplastically-bearing-pile foundation;nsafety degree；bored pile作者簡(jiǎn)介：陳火忠，學(xué)士，高級(jí)工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email：chz1801@163.com。
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