Copy of copy

Part 2

ENGR 431 Fall 2020

Group# 10: Part 2 project

Project:

Design the foundation for given structure. Part 2: ​Design the Type 2 foundations for the soil profile and soil properties given. Consider 9 and 36 columns.

Hi everyone, this paper will help us assign the case that you want to work on, just highlight the case same color with your name color :) As Dr. D’Orazio said, 7 tables for each, so each case will have done by at least 2 members ( a chance to compare the result),

Case Number of Pile cap width Basement Pile POI POI

Oscar Baltazar Pena​,​ ​Angelica Gonzalez​, ​Chinh Do​, ​Maroje Hiltner ✳ If anyone has done any part, you can upload these cases on the page has its name, so the one also does the same case can upload their work next to that. After that, we all can compare and decide to just keep 1 version for each case in here as the submission.

columns depth depth in layer

in layer

2-1 9 20’ 0’ 30’ ④ ​④ ④

⑥​ ​⑥ ⑥

2-2 36 11’ 0’ 30’ ④​ ​④ ④

2-3 9 20’ 0’ 45’ ⑥​ ​⑥

2-4 36 11’ 0’ 45’ ⑥​ ​⑥

2-5 9 20’ 0’ 110’ ⑧​ ​⑧ ⑧

2-6 36 11’ 0’ 110’ ⑧​ ​⑧ ⑧

2-7 9 20’ 20’ 30’ ④ ​④ ④

⑥​ ​⑥ ⑥

2-8 36 11’ 20’ 30’ ④ ​④ ④

2-9 9 20’ 20’ 45’ ⑥​ ​⑥ ⑥

2-10 36 11’ 20’ 45’ ⑥​ ​⑥ ⑥

2-11 9 20’ 20’ 110’ ⑧​ ​⑧ ⑧

2-12 36 11’ 20’ 110’ ⑧ ​⑧ ⑧

Here is the outline for the depth:

Here is the outline for settlement calculation table: Free

Here is the outline for Differential Settlement Sufficiency Table:

Case 2-1: Number of columns: 9, POI in layer ④ & ⑥

Case 2-2: Number of columns: 36, POI in layer ④

Case 2-3: Number of columns: 9, POI in layer ⑥ O

Case 2-4: Number of columns: 36, POI in layer ⑥

Case 2-5: Number of columns: 9, POI in layer ⑧

Case 2-6: Number of columns: 36, POI in layer ⑧

Case 2-7: Number of columns: 9, POI in layer ④ & ⑥

Case 2-8: Number of columns: 36, POI in layer ④

Case 2-9: Number of columns: 9, POI in layer ⑥

Case 2-10: Number of columns: 36, POI in layer

Case 2-11: Number of columns: 9, POI in layer ⑧

Case 2-12: Number of columns: 36, POI in layer ⑧

Conclusion:

Type 2 Foundation Minimum Basement depth, that works

Pile depth

9 columns 0 (case 2-5) 20 (case 2-11)

110 (case 2-5) 110(case 2-11)

36 columns 0 (case 2-6) 20 (case 2-10) 20 (case 2-12)

110 (case 2-6) 45 (case 2-5)

110 (case 2-12)

Type 2 Foundation Minimum Basement depth, that works

Pile depth

9 columns 20’ (Case 2-11) 110’ (Case 2-11)

36 columns 0’ (Case 2-6) 20’ (Case 2-10) 20’ (Case 2-12)

110’ (Case 2-6) 45’ (Case 2-10) 110’ (Case 2-12)