HO CHI MINH CITY UNIVERSITY OF TECHNOLOGY AND EDUCATION
FACULTY FOR HIGH QUALITY TRAINING

CAPSTONE PROJECT

DANG KHOA LUXURY APARTMENT

Student name: NGUYEN DANG KHOA
Student ID: 19149081
Course: 2019
Major: CIVIL ENGINEERING
Advisor: ASSOC. PROF. DR. LE ANH THANG

Ho Chi Minh City, June 2023
Faculty for High Quality Training – HCMC University of Technology and Education

THE SOCIALIST REPUBLIC OF VIETNAM
Independence – Freedom – Happiness

-Ho Chi Minh City, June, 2023

CAPSTONE PROJECT ASSIGNMENT
Student name: NGUYEN DANG KHOA

Student ID: 19149081

Major: Civil Engineering

Class: 19149CLA1

Advisor: Assoc. Prof. Dr. LE ANH THANG Phone number: 0896431529
Date of assignment: 05/02/2023

Date of submission: 22/06/2023

1. Project title: DANG KHOA LUXURY APARTMENT
2. Initial materials provided by the advisor:
- Architectural profile of the project.
- Geotechnical profile of the project.
3. Content of the project:
a. Architectural:
- Introduction to the architecture of the project.
- Functions of building architecture.
- Show architectural drawings.
b. Structural:
- Modeling, analyzing, calculating and designing typical slab.
- Modeling, analyzing, calculating and designing typical stairs.
- Check the overall stability of the project.
- Modeling, analyzing, calculating, designing frames, columns, rigid wall, core.
- Modeling, analysis, calculation and design of bored pile foundation.
- Modeling, analyzing, calculating and designing water tanks.
c. Construction:
- Underground construction.
4. Final product:
- 01 explanation.
- Drawings (2 architectural drawings, 30 structural drawings).
CHAIR OF THE PROGRAM
(Sign with full name)

ADVISOR
(Sign with full name)

THE SOCIALIST REPUBLIC OF VIETNAM
Independence – Freedom– Happiness

-Ho Chi Minh City, January, 2022

ADVISOR’S EVALUATION SHEET
Student name: NGUYEN DANG KHOA

Student ID: 19149081

Major: Civil Engineering

Class: 19149CLA1

Project title: DANG KHOA LUXURY APARTMENT
Advisor: Assoc. Prof. Dr. LE ANH THANG
EVALUATION
1. Content of the project:
........................................................................................................................................
........................................................................................................................................
........................................................................................................................................
2. Strengths:
..
...

...
77.2 − 9.5) × 8 = 16.25 hour = 975 min

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- After drilling and dredging the bottom of the borehole, it takes 45 minutes to check the
depth.
- Washing borehole: 15 min
- Reinforced cage: taking the correction time, connecting 6 reinforcement cages is
2h=120 min.
- Laying concrete pipes, concrete pouring hoppers, washing: 60min
- Time to pour concrete and remove the wall pipe: Pouring speed : 0.6m3 /min
- Diameter of pile D1000, 65m length.
hπd2 65π × 12
VBT =
=
= 51.05 m3
4
4
- Time to finish pouring 1 pile:
t=

51.05 × 1.5
= 127.625 min
0.6

- Time to remove wall pipe: 20min
- Total construction time of 1 pile.
30 + 20 + 975 + 45 + 15 + 120 + 60 + 127.625 + 20 = 1412.625 min = 23.54 h
 Choose construction option 1 pile/day/ 1 machine.
 Choose 2 machine to construction: 110/2= 55 days
10.5.2. Mass of Bentonite:
Bentonite solution, according to basic construction norms:
- The amount of Bentonite for 1m3 of solution should be 39.26 kg/m3
- During the drilling process, the solution is always full of the borehole, so the amount of
Bentonite needed D1000:
πd2
mBen = 39.26 ×
× 65 = 2004.25 kg = 2T
4

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10.6. Number of construction workers 1 pile/shift:
- Điều khiển 2 máy khoan KH-125:

2 workers

- Máy xúc gầu nghịch Kobelco:

1 workers

- Huyndai dump 2 trucks:

2 workers

- Serving drilling process:

11 workers

- Serving mix and supply mortar:

2 workers

- Welder:

1 worker

- reinforced cage:

10 workers

- Electrician:

1 worker

Total number of workers serving on site: 30 workers/shift/pile

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REFERENCE DOCUMENTS
[1] Thầy Võ Bá Tầm (2012), “Kết Cấu Bê Tông Cốt Thép – Tập 1”
[2] Thầy Võ Bá Tầm (2007), “Kết Cấu Bê Tông Cốt Thép – Tập 2”
[3] Thầy Võ Bá Tầm (2005), “Kết Cấu Bê Tông Cốt Thép – Tập 3”
[4] GS. Nguyễn Đình Cống (2006), “Kết Cấu Bê Tông Cốt Thép – Tập 2”
[5] Thầy Phan Quang Minh, Thầy Ngô Thế Phong, Thầy Nguyễn Đình Cống (2006), “Kết
Cấu Bê Tông Cốt Thép”
[6] TCVN 2737-1995, “Tải Trọng và Tác Động”
[7] TCVN 5574-2018, “Thiết Kế Kết Cấu Bê Tông và Bê Tông Cốt Thép”
[8] TCVN 33-2006, “Cấp Nước-Mạng Lưới Đường Ống và Công Trình”
[9] TCXD 198-1997, Nhà Cao Tầng – Kết Cấu Bê Tông Cốt Thép Toàn Khối
[10] TCVN 9386-2012, “Thiết Kế Công Trình Chịu Động Đất”
[11 TCVN 10304-2014, “Móng Cọc – Tiêu Chuẩn Thiết Kế”
[12] TCVN 9362-2012, “Tiêu Chuẩn Thiết Nền Nhà và Công Trình”
[13] TCXDVN 375-2006, “Thiết Kế Công Trình Chịu Động Đất”
[14] ACI Standard (318-19), “Building Code Requirements for Structural Concrete”

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