ENGINEERING AND SURVAYING MAPPING

1. NAME: MUSLIM HUSSAINI ADAM
DEPARTMENT: CIVIL ENGINEERING
GRADE: 2018
STUDENT ID: L8030105

2. PROJECT DEFENCE
• INTRODUCTION AND EXPLANATIONS TO THE
COURSES WE TOOK THIS SEMESTER
(PROFETIONAL PRACTICE)
1. ENGINEERING SURVEY AND MAPPING
2. FOUNDATION ENGINEERING
3. AUTO-CAD DESIGN(FOUNDATION DESIGN)

3. 1. ENGINEERING
SURVEY AND
MAPPING
Engineering surveying is defined as
those activities
involved in the planning and
execution of surveys for the
location, design, construction
maintenance and operation of civil
construction and other engineered
projects.

4. 组成部分
（拓普
康TPS-
330）

5. 2键盘操作(Keyboard)

6. 3.(Data storage
and
communication)

7. 4. The attachment

8. PRACTICE CCONTENTS
1. LEVELING PRACTICE
2. UNDERSTANDING AND USE OF TOTAL STATION
3. GPS-RTK UNDERSTANDING AND USE

10. THESE ARE SOME OF THE PRACTICE WE DID

14. 2.GEOTECHNICA
L ENGINEERING
Shallow basic training
Practice 1. Learn the relevant content of norms
Basic requirements for foundation design
The foundation design shall be divided into three design grades
according
to the complexity of the foundation, the scale and functional
characteristics of
the building, and the degree that the foundation problems may
cause damage
to the building or affect its normal use. The design shall be
selected according
to the specific conditions according to the following table.

15. GRADE OF FOUNDATION DESIGN
Design Level etc.
Type of building and
foundation
A level Important
industrial and civil
buildings
High-rise buildings
with more than 30
stories
The high and low
levels which differ
by more than 10
storeys
form a complex
structure
A large area of
multi-storey
underground
building (e.g.,
underground
garage, shopping
mall, sports ground,
etc.)
Buildings with
special requirements
for foundation
deformation
Topside structures in
complex geological
conditions (including
high slopes)
A new building that
has a greater impact
on the original
project
A general building
with complex site
and foundation
conditions
Industrial and civil
buildings other than
Class A and C
Foundation pit
works except class A
and Class C
Civil buildings and
general industrial
buildings with seven
floors
and below with
simple site and
foundation
conditions and
uniform load
distribution; A minor
light building
In the non-soft soil
area, the site
geological conditions
are
simple, the
surrounding
environment of the
foundation pit is
The foundation pit project located in the
second floor and above
basement in the complex geological
condition and soft soil area
Excavation depth of more than 15m
foundation pit engineering
The surrounding environment condition is
complex,
The environment protection request is high
foundation pit project

16. • Grade b Industrial and civil buildings other than Class A
and C
Foundation pit works except class A and Class C
• Grade C Civil buildings and general industrial buildings
with seven floors
and below with simple site and foundation conditions and
uniform load distribution; A minor light building
In the non-soft soil area, the site geological conditions are
simple, the surrounding environment of the foundation pit
is

17. According to the design grade of building foundation and the
influence degree of foundation deformation on superstructure under
long-term load, the design of foundation foundation shall comply
with the following provisions:
1 The foundation calculation of all buildings shall meet the
relevant provisions of the calculation of bearing capacity;
2. Buildings of grade A and B shall be designed according to
ground deformation;
3. Deformation checking shall be carried out for buildings with
class C design in any of the following circumstances:
L) A complex building with a bearing capacity of less than
130kPa;
2) When there is a large difference in ground load or adjacent
foundation load on or near the foundation, which may cause
excessive and uneven settlement of the foundation;
3) When the building on the weak foundation has eccentric
load;

18. 4) When adjacent buildings are close to each other and may tilt;
5) The foundation has a large thickness or uneven thickness of
the fill soil, its self-weight consolidation has not been completed.
4. The stability of high-rise buildings, high-rise structures and
retaining walls that are often subjected to horizontal loads, as
well
as buildings and structures built on or near slopes, should be
checked;
5. The stability of foundation pit should be checked;
When there is buoyancy problem in basement or underground
structure, anti-buoyancy checking calculation should be carried
out.
Buildings of class C design in the scope listed in the table below
may not be
subjected to deformation verification.

21. greater than 50.The bearing capacity of precast concrete pile should
be checked according to hoisting, transportation and hammer action.
Local flexion calculation should be carried out for steel pipe piles.
3 When there is a weak underlying layer below the pile end plane,
the bearing capacity of the weak underlying layer should be
checked;
4. Check the overall stability of pile foundation located on slope
and bank;
5 For anti-floating and anti-pulling pile foundation, the anti-
pulling capacity of foundation pile and pile group should be
calculated;
The aseismatic bearing capacity of pile foundation in aseismatic
fortification area should be checked.
3.1.4 Settlement calculation shall be carried out for pile foundations of the following
buildings:
1. Non-rock-socketed pile with grade A design and construction
pile foundation with non-deep and hard bearing layer;
2. The structure of grade B is complex, the load distribution is
significantly uneven, or the soft soil layer exists below the pile
end plane
Building pile foundation;
3. Composite dredging pile foundation of soft soil foundation for
multi-storey building.

22. LAYOUT
DRAWING OF
SHALLOW
FOUNDATION

23. 3.AUTO
CAD(FOUNDATION
DESIGN)

29. THIS IS MY
PROJECT FOR
THIS
SEMESTER
• IT’S A FOUNDATION DESIGN MADE WITH AUTO
CAD
• Foundation design is the creation of a
construction plan for a building foundation. It is
a highly specialized function and usually
performed by a structural engineer. The
foundation is the structural base that stands on
the ground and supports the rest of the building.
In engineering, a foundation is the element of a
structure which connects it to the ground,
transferring loads from the structure to the
ground. Foundations are generally considered
either shallow or deep.

30. • Foundation engineering is the application of
soil mechanics and rock mechanics
(geotechnical engineering) in the design of
foundation elements of structures. Overall,
concrete slab house foundation are the most
common type. These foundations are made
from poured concrete – usually between four
and eight inches deep – and reinforced with
steel bars called rebar. Basement foundations
have subterranean concrete walls that support
the above-ground structure.

31. AUTOCAD
• AutoCAD is a commercial computer-aided
design and drafting software application.
Developed and marketed by Autodesk,
AutoCAD was first released in December
1982 as a desktop app running on
microcomputers with internal graphics
controllers.

32. IN CONCLUSION
I've learned a lot from my respectful teachers
It was a wonderful and learning experience for me while
working on this project. This project took me through the
various phases of engineering experiences and project
developments, and I'll like to send my gratitude's to my
teachers that tried their best to teach us and make sure we
learn and gain more knowledge comfortably.
Thank you