Abstract
In this paper a random field model of deformation modulus of soil is established by considering spatial variability of soil properties, and variance reduction function in vertical and radial directions is also given, then the effect of vertical and radical self-correlation distances on pile-settlement is studied and some useful results are obtained.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 311-315 |
| Number of pages | 5 |
| Journal | Yantu Lixue/Rock and Soil Mechanics |
| Volume | 21 |
| Issue number | 4 |
| State | Published - Dec 1 2000 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology
- Soil Science