7. Brief Introduction to Recent Work
Clay content effects on soil parameters
1-D and 3-D Elastic Visco-Plastic Models and Case Studies
Development of a computer program for 1-D consolidation analysis - multi-layers, different models
New facilities
Page :
Content:
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
Reference