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ENGR 431

Group# 10: PART ONE

Project:

Design the foundation for given structure. Part 1:​ ​Design the Type 1 Foundation for the soil profile and soil properties are given This one due Wed 10/7 Hi everyone, this pape will help us assign the case that you want to work on, just highlight the case same color with your name color :)

As Dr. said, 7 tables for each, so each case will have done by 2-3 members ( a chance to compare the result),

Oscar Baltazar Pena​,​ ​Angelica Gonzalez​, ​Chinh Do​, ​Maroje Hiltner​, ​example (done)

✳ 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.

Case Type Foundation depth

Basement depth

POI in

layer

POI in

layer

POI in layer

POI in

layer

1-1 mat 20’ 20’ ②​ ​② ②

④​ ​④ ④

⑥​ ⑥ ⑥

⑧​ ⑧ ⑧

1-2 mat 42’ 42’ ④​ ​④ ④

⑥​ ​⑥ ⑥

⑧​ ​⑧ ⑧

1-3 end bearing piles 45’ 0’ ⑥​ ​⑥ ⑥

⑧​ ​⑧ ⑧

1-4 end bearing piles 110’ 0’ ⑧​ ​⑧ ⑧

1-5 end bearing piles 45’ 20’ ⑥​ ​⑥ ⑥

⑧​ ​⑧ ⑧

1-6 end bearing piles 45’ 30’ ⑥ ⑧

1-7 end bearing piles 110’ 40’ ⑧​ ​⑧ ⑧

Here is the outline for the depth:

Here is the outline for settlement calculation table:

Here is the outline for Differential Settlement Sufficiency Table:

Case 1-1: Mat, POI in layer ②

Case 1-1: Mat, POI in layer ④

Case 1-1: Mat, POI in layer ⑥

Case 1-1: Mat, POI in layer ⑧

Case 1-1: Mat, Differential Settlement Sufficiency Table

Case 1-2: Mat, POI in layer ④

Case 1-2: Mat, POI in layer ⑥

Case 1-2: Mat, POI in layer ⑧

Case 1-2: Mat, Differential Settlement Sufficiency Table

Case 1-3: End bearing piles, POI in layer ⑥

Case 1-3: End bearing piles, POI in layer ⑧

Case 1-3: End bearing piles, Differential Settlement Sufficiency Table

Case 1-4: End bearing piles, POI in layer ⑧

Case 1-4: End bearing piles, Differential Settlement Sufficiency Table

Case 1-5: End bearing piles, POI in layer ⑥

Case 1-5: End bearing piles, POI in layer ⑧

Case 1-5: End bearing piles, Differential Settlement Sufficiency Table

Case 1-6: End bearing piles, POI in layer ⑥

Case 1-6: End bearing piles, POI in layer ⑧

Case 1-6: End bearing piles, Differential Settlement Sufficiency Table

Case 1-7: End bearing piles, POI in layer ⑧

Case 1-7: End bearing piles, Differential Settlement Sufficiency Table

Conclusion:

Type 1 Foundation Minimum Basement depth, that works

Pile depth

Mat ----------

End bearing piles with basement