2楼
谢谢楼主的资料，等有钱了，再来下，留个脚印。
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3楼
谢谢楼主的资料:time: :victory:
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4楼
谢谢楼主分享
偶都下来了
辛苦的~
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5楼
Along the double pile's direction, the bending strength is strong. Perpendicular to the double piles it has no resistance of bending, therefore is weak. It's not supposed to take much perpendicular load. When design like this kind, just be careful about this.
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6楼
谢谢楼主分享
偶都下来了
辛苦的~
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7楼
谢谢楼主的资料
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8楼
谢谢楼主的资料,内容很新.
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9楼
一直想找这个资料，谢谢了！
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10楼
I just have a task to calculate such foundation by hand, and I think this article is very helpfull to me.
Thanks a lot!
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11楼
谢谢楼主分享
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