CE 443 Syllabus
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443 Class Material

NEW JERSEY INSTITUTE OF TECHNOLOGY

CIVIL AND ENVIRONMENTAL ENGINEERING DEPARTMENT

CE 443 Foundation Engineering

Fall 2009

 

 

Raj P. Khera, P.E., Ph.D.

TA: Gao

Office: 215L. Tel. 973-596-2475

Office: 314 Colton

Department Fax 973-596-5790

 

e-mail: khera@njit.edu

e-mail: gsy3@njit.edu

Homepage: http://web.njit.edu/~khera/

 

Office Hours: T 15:00-16:00 W 16:00-17:00, or by appointment

Office Hours:

 

 

                  

 Prerequisite: CE 341. A completed Strength of Materials Course in Civil Engineering

Honor code: The NJIT honor code will be upheld. Violations will be brought immediately to the attention of Dean of Students.

TEXT:

Das, Braja M., Principles of Foundation Engineering, 6th Edition, Thomson, ISBN# 0‑495-08246‑5.

Reference Books:

1.  Hanson, Thornburn, Peck, Foundation Engineering, 2nd Edition,Wiley .                                                             
2. Budhu,Wiley, Soil Mechanics and Foundations. 2nd Edition, Wiley.                                                                                   

Up-to-date Info.

            http://web.njit.edu/~khera

 

WEEK

TOPIC

ARTICLE

HW set no.

PROBLEM No.

Handouts

1

Review CE341

1.1-7,10-19

1

1.3,6,8,15,16,20,21,23

 

2

Subsurface investigation

2.1-16,19,20,22

2

2.2,3,5,9,11,13 

 

3,4

Bearing capacity
Quiz-1 Sept. 24

3.1-9,11,12 (p.148-149)

3
4

3.1,3,5,7, 8
3.9,11,12,13 (use API)

API-Method

5,6

Foundation settlement  Schmertmann et al.

5.1-5,8-11,12
5.1,5-20

5
6

5.1, 3, 7,14
5.15(Eq. 5.35), 16,19,20

Differential Settlement Example

Schmertmann-Hertman

Class Example Schmertmann

7

Mat foundations

6.1-7

7

6.1,3,5-7

 

8,9

 Quiz -2 Oct 22
Lateral earth pressures

7.1-5
7.7-14

8
9

7.1,3,5,8
7.10, 15,16

 

10

Retaining wall design

8.1-10

10

8.1,4,5( including FS for b.c)

 

11,12

Static capacity of piles Quiz-3 Nov 19

11.1-16

12
13

11.1,2, 4
11.8-11

 

13

Pile dynamic formulae

11.19,20

14

11.16-18

 

14

Braced Cuts
 

10.1-7

11

10.1,2,5,7,11

 

15

Final examination

 

 

 

 

Objective

bulletUse soil mechanics  principles learned in CE 341 to select appropriate size of footings and estimate settlement.
bulletLearn methods of computing lateral loads on retaining structures and determine the safety of retaining walls and braced cuts
bulletDetermine capacity of pile foundations and select pile driving criteria

Policy

a)      Mobile phones, beepers, etc. must all be turned off during class

b)      Always bring your textbook, calculator, and writing paper to the class.

c)      Use quad paper for class work, homework, and exams (no exceptions).

d)      Homework is due at the beginning of the class on the day following the completion of the topic. There will be a 10 % penalty for each day thereafter.

e)      Write only on un-ruled side of the paper, draw a horizontal line at the end of each problem, box your answers, be neat and orderly in your presentations. Staple all the sheets together in the upper left hand corner before handing in.

f)        You are encouraged to ask questions about homework problems in class, see the TA, and/or discuss with others in your class.

g)      You will be asked to submit some of these problems using software in CEE Computer Laboratory or download software from http://www.geo-slope.com/downloads/downloadgeostudio.htm

h)      Please keep all your work until you have received your final grade.

i)        All exams will be open textbook and notes.

j)        There will be 3 quizzes and a final examination.

k)      No makeup quiz will be given. The lowest quiz will be dropped.

l)        Weighted average grade will be determined as follows:

Grading 

Quizzes

50%

Homework

15%

Final

30%

Class participation/work

  5%

Total

100

Assigned Grades

Weighted final score

Letter grade in the bag

≥90

A

86

B+

80

B

76

C+

70

C

60

D

<60

Fail