Effect of sample location on the reliability based design of pad foundations

被引:34
作者
Goldsworthy, Jason S. [1 ]
Jaksa, Mark B. [2 ]
Fenton, Gordon A. [3 ]
Kaggwa, William S. [2 ]
Griffiths, Vaughan [4 ]
Poulos, Harry G. [5 ]
机构
[1] Golder Associates, 1000,940 6th Ave SW, Calgary, AB T2P 5K1, Canada
[2] Univ Adelaide, Sch Civil & Environm Engn, Adelaide, SA 5005, Australia
[3] Dalhousie Univ, Dept Engn Math & Internetworking, Halifax, NS B3J 2X4, Canada
[4] Colorado Sch Mines, Div Engn, Golden, CO 80401 USA
[5] Coffey Geotech, Lane, NSW 2066, Australia
基金
澳大利亚研究理事会;
关键词
Foundation; Reliability; Site investigation; Sampling; Cost;
D O I
10.1080/17499510701697377
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Site investigations that aim to sufficiently characterize a soil profile for foundation design, typically consist of a combination of in situ and laboratory tests. The number of tests and/or soil samples is generally determined by the budget and time considerations placed upon the investigation. Therefore, it is necessary to plan the locations of such tests to provide the most suitable information for use in design. This is considered the sampling strategy. However, the spatial variability of soil properties increases the complexity of this exercise. Results presented in this paper identify the errors associated with using soil properties from a single sample location on a pad foundation designed for settlement. Sample locations are distributed around the site to identify the most appropriate sample location and the relative benefits of taking soil samples closer to the center of the proposed footing. The variability of the underlying soil profile is also shown to a have a significant effect on the errors due to sampling location. Such effects have been shown in terms of the statistical properties of the soil profile. The performance of several common settlement relationships to design a foundation based on the results of a single sample location have also been examined.
引用
收藏
页码:155 / 166
页数:12
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