Lesson Plan
|
| Discipline: civil Engineering |
| Semester: 6th |
| Subject : Geotechnology |
| Lesson Plan Duration |
| Theory |
Practical |
| week |
Lec day |
Topic |
P.day |
Topic |
| 1st |
1 |
UNIT-I stability of slopes introduction |
1 |
Grain Size Analysis-Hydrometer method |
| 2 |
causes of failure,factor of safety |
2 |
Shrinkage- Limit Determination |
| 3 |
stability analysis of slopes |
3 |
Relative Density of Granular Soils. |
| 4 |
total stress analysis |
4 |
Consolidated Drained (CD) Triaxial Test |
| 2nd |
5 |
effective stress analysis |
5 |
Triaxial Test with Pore Water Pressure Measurement |
| 6 |
stability of infinite slope, type of failure of finite slope |
6 |
Consolidation Test |
| 7 |
analysis of finite slopes ,mass procedure |
7 |
Undisturbed Sampling |
| 8 |
method of slices, effect of pore pressure |
8 |
Standard Penetration Test |
| 3rd |
9 |
numerical |
9 |
Dynamic Cone Penetration test |
| 10 |
friction circle method |
10 |
Models Plate-Load Test |
| 11 |
tayler’s slabilty number |
|
|
| 12 |
slopes slabilty of earth dam during study seepage |
|
|
| 4th |
13 |
numerical |
|
|
| 14 |
revision |
|
|
| 15 |
test/assignment |
|
|
| 16 |
UNIT-II braced cuts introduction |
|
|
| 5th |
17 |
depth of unsupported,vertical cut |
|
|
| 18 |
sheeting and bracing for deep excavation |
|
|
| 19 |
movements associated with sheeting and bracing |
|
|
| 20 |
numerical |
|
|
| 6th |
21 |
numerical |
|
|
| 22 |
modes of failure of braced cut |
|
|
| 23 |
pressure distribution behind sheeting |
|
|
| 24 |
numerical |
|
|
| 7th |
25 |
test/assignment |
|
|
| 26 |
UNIT-III Introduction to coffer dams |
|
|
| 27 |
types of coffer dam |
|
|
| 28 |
coffer dam design and stability of braced coffer dams |
|
|
| 8th |
29 |
design data for cellular coffer dams |
|
|
| 30 |
stability analysis of cellular coffer dams for soil and rocks |
|
|
| 31 |
interlock stress |
|
|
| 32 |
numerical |
|
|
| 9th |
33 |
test/assignment |
|
|
| 34 |
UNIT-IV Centilever sheet piles introduction |
|
|
| 35 |
purpose of sheet piles |
|
|
| 36 |
centilever sheet piles |
|
|
| 10th |
37 |
depth of embedment in granular soils |
|
|
| 38 |
numerical |
|
|
| 39 |
penetrating clay |
|
|
| 40 |
limiting height of wall |
|
|
| 11th |
41 |
numerical |
|
|
| 42 |
test/assignment |
|
|
| 43 |
UNIT-V anchored bulkheads introduction |
|
|
| 44 |
method of design |
|
|
| 12th |
45 |
free earth support method |
|
|
| 46 |
fixed earth support method in cohesionness soils |
|
|
| 47 |
numerical |
|
|
| 48 |
numerical |
|
|
| 13th |
49 |
test/assignment |
|
|
| 50 |
UNIT-VI Soil stabilistion introduction |
|
|
| 51 |
soil improvement ,shallow compaction,mechanical treatment |
|
|
| 52 |
use of admixtures in soil stabilition |
|
|
| 14th |
53 |
precompression,lime pile and coloumn, stone column |
|
|
| 54 |
test/assignment |
|
|
| 55 |
Unit-VII basis of machine foundation characteristics |
|
|
| 56 |
analysis of vibrating motions |
|
|
| 15th |
57 |
undamped forced vibrations |
|
|
| 58 |
degree of freedom of a block foundation |
|
|
| 59 |
bracken soil spring constt and braken method |
|
|
| 60 |
numerical |
|
|
