Application of gray system theory to determining ultimate bearing capacity of a single pile
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Application of gray system theory to determining ultimate bearing capacity of a single pile
Vol. 25, Issue 2, (2004)
作者机构:
1. 浙江大学 岩土工程研究所,浙江,杭州,310027
2. 五邑大学,广东,江门,529020
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:15 July 2014,
Published:2004
稿件说明:
移动端阅览
LUO Zhan-you, DONG Qing-hua, GONG Xiao-nan. Application of gray system theory to determining ultimate bearing capacity of a single pile[J]. 2004, 25(2).
DOI:
LUO Zhan-you, DONG Qing-hua, GONG Xiao-nan. Application of gray system theory to determining ultimate bearing capacity of a single pile[J]. 2004, 25(2).DOI:
Application of gray system theory to determining ultimate bearing capacity of a single pile
It is important for many engineering to determine the ultimate bearing capacity of a single pile by using the data of pile field load test below limited load. A group of prediction models that can predict the capacity of a single pile are established by the gray system theory. A practical engineering example verifies that these models can meet the project requirement; moreover the self-modifying GM(1