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Ghasimi Seyed Houshyar
Address: Unit 13, No.11, Jaar Dead-end, South Mofatteh St., 7th Tir square, Tehran, Iran
Tel: +9821-88838826, Cellphone number: +989372066983
E-mail: houshyar.gh@ live.com Date of Birth: 19/01/1987
Career Objective:
I would like to work as a civil engineer in construction or geotechnical projects.
Work Experience:
1. Aug 2014-now: Mihan Rock Tools company, Tehran, Iran.
Site civil engineer in slope stabilization projects using nailing, anchorage, tie back and other geotechnical
methods. A list of these projects is presented below:
1-1.Dec 2014- now: site engineer in slope stabilization of Zaferanieh administrative and commercial complex
project, Tehran, Iran.
Depth of excavation: from 17.3 to 21.8 m, stabilization methods: anchorage, strand tie back tendons, land
area: 707 m², wall supports: 33 steel piles (each one 15 m), soil classification: periodical layers of: SP, GP,
silty clay, shotcrete wall face 2600 m², drilling length 5400 m, load testing values: strand tendons 540 and
720 KN- bar anchors 130, 250, 300, 360 KN. Sub-Surface water from depth of six meters.
1-2. Aug 2014- Nov 2014: site engineer in slope stabilization of Armitage residential complex project,
Tehran, Iran.
Depth of excavation: from 12 to 19 m, stabilization methods: anchorage, bar tie back tendons, land area:
1780 m², soil classification: GP, Clay stone, SC , shotcrete wall face 3100 m², drilling length 11280 m, load
testing values: bar tendons 360 KN- bar anchors 250 KN.
2. Feb 2013- Jul 2014: Sahargahan Omid Sazeh construction company, Tehran, Iran.
Site civil engineer in soil wall stabilization projects utilizing nailing, anchorage and other methods. A list
of these projects is presented below:
2-1.April 2014- Jul 2014: site engineer in soil wall stabilization of Dey hospital development project, Tehran,
Iran
Depth of excavation: 23 m - stabilization methods: nailing, anchored wall with strands and bars - land
area: 1570 𝑚2
– 49 piles as wall supports (19 concrete piles, 30 steel piles) - soil classification: SP, GP, silty
clay, etc. – shotcrete wall face area: 4016 𝑚2
- drilling length: 10734 m –load testing values: strands 600
KN, bars 300 KN
2-2. Dec 2013- Feb 2014: site engineer in soil wall stabilization of Baharshiraz residential building project,
Tehran, Iran.
Depth of excavation: 13.50 m – stabilization method: soil wall nailing – land area: 340 𝑚2
- soil
classification: mostly silty gravel – shotcrete wall face area: 1130 𝑚2
- drilling length: 2400 m
2-3.July 2013- Dec 2013: site engineer in soil wall stabilization of Chubineh's administrative and commercial
complex project, Tehran, Iran
Ghasimi Seyed Houshyar
Address: Unit 13, No.11, Jaar Dead-end, South Mofatteh St., 7th Tir square, Tehran, Iran
Tel: +9821-88838826, Cellphone number: +989372066983
E-mail: houshyar.gh@ live.com Date of Birth: 19/01/1987
Depth of excavation: 21m – stabilization method: anchored walls with strand tendons, land area: 1100 𝑚2
- soil classification: mostly silty clay - shotcrete wall face area: 3011 𝑚2
- drilling length: 6962 m – load
testing value: 400 KN
2-4.Feb 2012- July2013: technical office engineer in soil wall stabilization of Milad Ghaem's administrative
and commercial complex project, Ghaemshahr, Mazandaran, Iran.
Depth of excavation: 13m – stabilization method: self excavated rods, land area: 3600 𝑚2
- soil
classification: SP, GP very collapsible soil – shotcrete wall face area: 3115 𝑚2
- drilling length: 11286 m
3. Oct 2011-Feb 2013: Sazvarehno consulting engineers
Assistant supervisor in Strengthening and Completion of Buali Residential Complex Project phase 6,
blocks 601-606 (totally 260 residential units in six blocks, four 11 stories and two 13 stories buildings)
I was responsible for supervising on building works, preparing minutes, investigating provisional
statements and project control.
Education:
Sep 2005- Oct 2011: Bachelor program in civil engineering, Imam Khomeini International University
(IKIU), Qazvin, Iran.
Sep 2004-June 2005: Pre-university course in math & physics major, Tarbiat pre-university center,
Mahabad, Iran
Sep 2001- June 2004: High school education in math & physics major, Dr.Beheshti high school, Tehran,
Iran.
Computer Skills:
Much experience in Autocad, Word, Excel and PowerPoint. Familiar with specific programs such as Sap,
Etabs, Safe, Geo studio, Allpile and Slope.
Language Skills:
English: High Intermediate both spoken and written (preparing for IELTS exam)
French: High Intermediate both spoken and written (preparing for TCF exam)
Kurdish and Persian: Mother tongue
Codes and Regulations:
Dominant on Iran's national building codes, ACI code for design of reinforced concrete structures, AISC
code for design of steel structures, Soil nail walls manual of FHWA, Ground anchors and anchored systems
manual of FHWA.
Relevant certificates and references will be provided on request.

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resume (english)-revised version-05.2015

  • 1. Ghasimi Seyed Houshyar Address: Unit 13, No.11, Jaar Dead-end, South Mofatteh St., 7th Tir square, Tehran, Iran Tel: +9821-88838826, Cellphone number: +989372066983 E-mail: houshyar.gh@ live.com Date of Birth: 19/01/1987 Career Objective: I would like to work as a civil engineer in construction or geotechnical projects. Work Experience: 1. Aug 2014-now: Mihan Rock Tools company, Tehran, Iran. Site civil engineer in slope stabilization projects using nailing, anchorage, tie back and other geotechnical methods. A list of these projects is presented below: 1-1.Dec 2014- now: site engineer in slope stabilization of Zaferanieh administrative and commercial complex project, Tehran, Iran. Depth of excavation: from 17.3 to 21.8 m, stabilization methods: anchorage, strand tie back tendons, land area: 707 m², wall supports: 33 steel piles (each one 15 m), soil classification: periodical layers of: SP, GP, silty clay, shotcrete wall face 2600 m², drilling length 5400 m, load testing values: strand tendons 540 and 720 KN- bar anchors 130, 250, 300, 360 KN. Sub-Surface water from depth of six meters. 1-2. Aug 2014- Nov 2014: site engineer in slope stabilization of Armitage residential complex project, Tehran, Iran. Depth of excavation: from 12 to 19 m, stabilization methods: anchorage, bar tie back tendons, land area: 1780 m², soil classification: GP, Clay stone, SC , shotcrete wall face 3100 m², drilling length 11280 m, load testing values: bar tendons 360 KN- bar anchors 250 KN. 2. Feb 2013- Jul 2014: Sahargahan Omid Sazeh construction company, Tehran, Iran. Site civil engineer in soil wall stabilization projects utilizing nailing, anchorage and other methods. A list of these projects is presented below: 2-1.April 2014- Jul 2014: site engineer in soil wall stabilization of Dey hospital development project, Tehran, Iran Depth of excavation: 23 m - stabilization methods: nailing, anchored wall with strands and bars - land area: 1570 𝑚2 – 49 piles as wall supports (19 concrete piles, 30 steel piles) - soil classification: SP, GP, silty clay, etc. – shotcrete wall face area: 4016 𝑚2 - drilling length: 10734 m –load testing values: strands 600 KN, bars 300 KN 2-2. Dec 2013- Feb 2014: site engineer in soil wall stabilization of Baharshiraz residential building project, Tehran, Iran. Depth of excavation: 13.50 m – stabilization method: soil wall nailing – land area: 340 𝑚2 - soil classification: mostly silty gravel – shotcrete wall face area: 1130 𝑚2 - drilling length: 2400 m 2-3.July 2013- Dec 2013: site engineer in soil wall stabilization of Chubineh's administrative and commercial complex project, Tehran, Iran
  • 2. Ghasimi Seyed Houshyar Address: Unit 13, No.11, Jaar Dead-end, South Mofatteh St., 7th Tir square, Tehran, Iran Tel: +9821-88838826, Cellphone number: +989372066983 E-mail: houshyar.gh@ live.com Date of Birth: 19/01/1987 Depth of excavation: 21m – stabilization method: anchored walls with strand tendons, land area: 1100 𝑚2 - soil classification: mostly silty clay - shotcrete wall face area: 3011 𝑚2 - drilling length: 6962 m – load testing value: 400 KN 2-4.Feb 2012- July2013: technical office engineer in soil wall stabilization of Milad Ghaem's administrative and commercial complex project, Ghaemshahr, Mazandaran, Iran. Depth of excavation: 13m – stabilization method: self excavated rods, land area: 3600 𝑚2 - soil classification: SP, GP very collapsible soil – shotcrete wall face area: 3115 𝑚2 - drilling length: 11286 m 3. Oct 2011-Feb 2013: Sazvarehno consulting engineers Assistant supervisor in Strengthening and Completion of Buali Residential Complex Project phase 6, blocks 601-606 (totally 260 residential units in six blocks, four 11 stories and two 13 stories buildings) I was responsible for supervising on building works, preparing minutes, investigating provisional statements and project control. Education: Sep 2005- Oct 2011: Bachelor program in civil engineering, Imam Khomeini International University (IKIU), Qazvin, Iran. Sep 2004-June 2005: Pre-university course in math & physics major, Tarbiat pre-university center, Mahabad, Iran Sep 2001- June 2004: High school education in math & physics major, Dr.Beheshti high school, Tehran, Iran. Computer Skills: Much experience in Autocad, Word, Excel and PowerPoint. Familiar with specific programs such as Sap, Etabs, Safe, Geo studio, Allpile and Slope. Language Skills: English: High Intermediate both spoken and written (preparing for IELTS exam) French: High Intermediate both spoken and written (preparing for TCF exam) Kurdish and Persian: Mother tongue Codes and Regulations: Dominant on Iran's national building codes, ACI code for design of reinforced concrete structures, AISC code for design of steel structures, Soil nail walls manual of FHWA, Ground anchors and anchored systems manual of FHWA. Relevant certificates and references will be provided on request.