摘要
本文以ANSYS为工具 ,对复合地基进行了数值试验。探讨并求出了这种复合地基的有效桩长。为了检验有限元计算结果的可靠性 ,对粉喷桩复合地基模型的P S曲线的计算值与现场实测值进行了比较。
In this paper ANSYS is used of emulation experimentations in composite foundation. Effective length of specific example is worked out. To verify the result, the curve of P S of calculated result is compared with that of the practical measure.
出处
《土工基础》
2002年第3期67-69,共3页
Soil Engineering and Foundation
