دانلود کتاب Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay

فهرست مطالب :

1. Introduction
1.1 Constant rate-of-strain (CRS) consolidation testing
1.2 Consolidation analysis methods
1.3 Purpose of the current study
2. Consolidation model
Equation 1a
Equation 1b
Equation 1c
Equation 1d
Equation 1e
Equation 2a
Equation 2b
Equation 2c
Equation 2d
Figure 1
Equation 2e
Equation 3a
Equation 3b
Equation 3c
Equation 3d
Equation 3e
3. Soft ground properties and consolidation’analysis
3.1 Description of the site
3.2 Site investigation and characterised parameters
Figure 2
Figure 3
Figure 4
Table 1
Figure 5
Equation 4
Equation 5
3.3 Consolidation analysis
Table 2
Figure 6
Figure 7
4. Correlation of horizontal CoC
Equation 6
Equation 7a
Equation 7b
Figure 8
5. Discussion
5.1 Modification of model parameters
5.2 Overestimation of CRS tests with a strain rate of’0.02%/min
Figure 9
Figure 10
Figure 11
5.3 Effect of PVD installation and smear zone
Equation 8a
Equation 8b
Equation 8c
Equation 9a
Equation 9b
Equation 9c
Equation 10
6. Conclusions
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