Gireesh B. Profile | Freelancer

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5.0

(8 ulasan)

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$5 USD / jam

tehsil chinyali saur,

$5 USD / jam

Sekarang jam 9:23 PTG di sini

Menyertai Julai 20, 2019

1 Cadangan

Gireesh B.

@Badoni

5.0

(8 ulasan)

4.1

4.1

100%

100%

$5 USD / jam

tehsil chinyali saur,

$5 USD / jam

100%

Pekerjaan Disiapkan

100%

Mengikut Bajet

100%

Tepat Pada Masa

11%

Kadar Upah Semula

Structural and Architectural Designer

I am a civil engineer. Working since Jan, 2017. worked as senior BIM Modeler (interior and exterior design also) In first 3 year. and now working as a structural Engineer in infra projects. I am working here for extra earning, structural Designing, Quantity surveying, 3D modeling is my daily work. I have proficiency in :- 1- AutoCAD / Civil 3D 2- Revit and Sketchup 3- Staad pro and TEKLA structure 4- V-ray and Lumion 5- TRL Junction 9.0 6- Quantity Surveying I am also expert in Manual structural design, and calculation work I also have a team of engineers (freelancer) who can work 24X7.

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Portfolio

This 2D model is Designed for Mr. Sanjay Negi, Dehradun Uttarakhand, and also approved by MDDA.
Contact us for more 2d design

2d Architectural and Structural Drawing

This 3d Model is my design and based on client demand, he wants a budget-friendly and impressive design, so we provide plaster and RCC based Design.

Exterior Design, 3D Modeling

7178031

Slope Stability Design for a Landon Scotland Student
BRIEF DISCRIPTION OF PROPOSED DESIGN OPTIONS
Considering the above approach points and the task 3 alternate designs are provided below

Option 1
SHOTCRETE ALONG THE SURFACE WITH SOIL NAILING
Shotcrete of 150 mm thickness and M-30 grade is proposed to be sprayed on the excavated slope with welded wire mesh of opening size 150 mm x 150 mm. Soil nails of 25 mm diameter and Fe 500 to be installed at a spacing of 2.5 m c/c both way and 4 m length to be installed vertically from the excavated slope.
Perforated PVC pipes to be installed at a spacing of 1.50 m c/c and 150 mm diameter all along the excavated slope. And a bottom catch drain along the road verge to cater the seepage and rain water.

Fig 2 Showing General Arrangement section (Option 1)

Fig 3 showing minimum FOS obtained in Global Stability Check (Bishop Method)

Soil nails of 6 m length and 1.5 m c/c are provided on the vertical face and of 2 m length and 2 m c/c are pr

Slop Stability Design

Slope Stability Design for a Landon Scotland Student
BRIEF DISCRIPTION OF PROPOSED DESIGN OPTIONS
Considering the above approach points and the task 3 alternate designs are provided below

Option 1
SHOTCRETE ALONG THE SURFACE WITH SOIL NAILING
Shotcrete of 150 mm thickness and M-30 grade is proposed to be sprayed on the excavated slope with welded wire mesh of opening size 150 mm x 150 mm. Soil nails of 25 mm diameter and Fe 500 to be installed at a spacing of 2.5 m c/c both way and 4 m length to be installed vertically from the excavated slope.
Perforated PVC pipes to be installed at a spacing of 1.50 m c/c and 150 mm diameter all along the excavated slope. And a bottom catch drain along the road verge to cater the seepage and rain water.

Fig 2 Showing General Arrangement section (Option 1)

Fig 3 showing minimum FOS obtained in Global Stability Check (Bishop Method)

Soil nails of 6 m length and 1.5 m c/c are provided on the vertical face and of 2 m length and 2 m c/c are pr

Slop Stability Design

I marked the actual site condition on Toposheet with the help of given coordinates and google earth ( Sand and Mining project )
Name of the map= 1- Drainage Map of the study area
2- 10 KM buffer area
Evacuation Route Map

GIS Work

drawing of gates and pump house

mechanical drawing

drawing of gates and pump house

mechanical drawing

This 2D model is Designed for Mr. Sanjay Negi, Dehradun Uttarakhand, and also approved by MDDA.
Contact us for more 2d design

2d Architectural and Structural Drawing

This 3d Model is my design and based on client demand, he wants a budget-friendly and impressive design, so we provide plaster and RCC based Design.

Exterior Design, 3D Modeling

7178031

Slope Stability Design for a Landon Scotland Student
BRIEF DISCRIPTION OF PROPOSED DESIGN OPTIONS
Considering the above approach points and the task 3 alternate designs are provided below

Option 1
SHOTCRETE ALONG THE SURFACE WITH SOIL NAILING
Shotcrete of 150 mm thickness and M-30 grade is proposed to be sprayed on the excavated slope with welded wire mesh of opening size 150 mm x 150 mm. Soil nails of 25 mm diameter and Fe 500 to be installed at a spacing of 2.5 m c/c both way and 4 m length to be installed vertically from the excavated slope.
Perforated PVC pipes to be installed at a spacing of 1.50 m c/c and 150 mm diameter all along the excavated slope. And a bottom catch drain along the road verge to cater the seepage and rain water.

Fig 2 Showing General Arrangement section (Option 1)

Fig 3 showing minimum FOS obtained in Global Stability Check (Bishop Method)

Soil nails of 6 m length and 1.5 m c/c are provided on the vertical face and of 2 m length and 2 m c/c are pr

Slop Stability Design

Slope Stability Design for a Landon Scotland Student
BRIEF DISCRIPTION OF PROPOSED DESIGN OPTIONS
Considering the above approach points and the task 3 alternate designs are provided below

Option 1
SHOTCRETE ALONG THE SURFACE WITH SOIL NAILING
Shotcrete of 150 mm thickness and M-30 grade is proposed to be sprayed on the excavated slope with welded wire mesh of opening size 150 mm x 150 mm. Soil nails of 25 mm diameter and Fe 500 to be installed at a spacing of 2.5 m c/c both way and 4 m length to be installed vertically from the excavated slope.
Perforated PVC pipes to be installed at a spacing of 1.50 m c/c and 150 mm diameter all along the excavated slope. And a bottom catch drain along the road verge to cater the seepage and rain water.

Fig 2 Showing General Arrangement section (Option 1)

Fig 3 showing minimum FOS obtained in Global Stability Check (Bishop Method)

Soil nails of 6 m length and 1.5 m c/c are provided on the vertical face and of 2 m length and 2 m c/c are pr

Slop Stability Design

I marked the actual site condition on Toposheet with the help of given coordinates and google earth ( Sand and Mining project )
Name of the map= 1- Drainage Map of the study area
2- 10 KM buffer area
Evacuation Route Map

GIS Work

drawing of gates and pump house

mechanical drawing

drawing of gates and pump house

mechanical drawing

Ulasan

Perubahan disimpan

Menunjukkan 1 - 5 daripada 8 ulasan

Tapis ulasan mengikut:

5.0

₹3,000.00 INR

Structural drawings

Very helpful and easy going in the process.

Building Architecture

Civil Engineering

Structural Engineering

Abhijeet K.

@kabhijeet408

•

3 tahun yang lalu

5.0

£310.00 GBP

Project for Badoni -- 2

He is good. thank you for the helping

Building Architecture

Civil Engineering

+1 lagi

Picture P.

@maggie647

•

4 tahun yang lalu

4.8

$15.00 USD

Project 24807029 has been deleted

Clear in his answers. Like him.

J

Closed User

@joseph1968

•

4 tahun yang lalu

5.0

£340.00 GBP

Project for Badoni

very good and professional. knows what he is doing. thank you for the help~

Building Architecture

Civil Engineering

+1 lagi

Picture P.

@maggie647

•

4 tahun yang lalu

5.0

$63.00 AUD

expert on civil engineering writing needed -.......

great work. hire him.......

Mechanical Engineering

Materials Engineering

Civil Engineering

Structural Engineering

Adekunle A.

@mzdesmag

•

4 tahun yang lalu

Hubungi Gireesh B. tentang pekerjaan anda

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Pensijilan

Preferred Freelancer Program SLA 1

97%

Kemahiran Teratas

6

Civil Engineering

5

Structural Engineering

2

Engineering Drawing

1

Building Surveying

1

Layari Pekerja Bebas Serupa

AutoCAD Designers in India

AutoCAD Designers

Civil Engineers

Structural Engineers

Layari Pameran Serupa

Civil Engineering

Structural Engineering

Engineering Drawing

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