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ျပန္လည္ျပဳျပင္ျခင္း

ျပန္လည္ျပဳျပင္ျခင္းစီမံကိန္းမ်ားအတြင္း ကၽြန္ေတာ္တို႕သည္ ေဖာက္သည္မ်ားအား စီမံကိန္းအေျခခံသည့္ သင့္ေလ်ာ္သည့္ ေလာင္စာသံုး လမ္းေဖာက္ေျမတူးစက္မ်ား(သို႕) ကိုင္တြယ္ႏိုင္သည့္ ေျမတူးစက္မ်ားျဖင့္ အေကာင္းဆံုးေျဖရွင္းမွဳမ်ားကို ပံ့ပိုးေပးသည္။

ျပင္ညီေစာင္းအား တည္ျငိမ္ေစျခင္း

ေျမဆီလႊာႏွင့္ ေက်ာက္လႊာမ်ားအတြင္းရွိ ျပင္ညီေစာင္းမ်ားအားသာမန္သဘာ၀အေလ်ာက္ ႏွင့္ တီထြင္ထားသည့္အေဆာက္အဦမ်ားအတြင္းေတြ႕ရွိႏိုင္သည္။ အေ၀းေျပးလမ္းမ်ား ေရကာတာမ်ားတူးျမာင္းမ်ားႏွင့္ ကုန္အစုအပံုမ်ားအား ျပင္ညီေစာင္းမ်ား၏ ေဘးမ်က္ႏွာျပင္မ်ားအား ျပင္ညီေစာင္းညွိေပးျခင္းျဖင့္ ေဆာက္လုပ္. . .

နက္ရွိဳင္းသည့္အေျခခံပိုင္တြင္း

နက္ရွိဳင္းသည့္အေျခခံပိုင္တြင္း တူးေဖာ္ျခင္း အတြက္ကာကြယ္ေရးစနစ္မ်ားကို ပံ့ပိုးေပးျခင္းျဖင့္ ၾကီးမားသည့္ ေဆာက္လုပ္ေရးအရည္အေသြး နွင့္ နိမ့္ပါးသည့္ ဘူမိအေျခအေနမ်ား၏ အခက္အခဲမ်ားကို ေျဖရွင္းေပးသည္။

အေျခခံပိုင္တိုင္ရိုက္ျခင္း

အေျခခံပိုင္တိုင္ရိုက္ျခင္းမ်ားကိုအထပ္ျမင့္အေဆာက္အဦမ်ားတံတားမ်ားေရသိုေလွာင္ကန္မ်ားေဆာက္လုပ္မွဳအတြင္းအေပၚယံလႊာမွ အေဆာက္အဦ၏အေလးခ်ိန္ကိုခံႏိုင္ေစရန္လုပ္ေဆာင္ေပးျခင္းျဖင့္ အေဆာက္အဦ၏ အေလးခ်ိန္မ်ားသည္ ထိုအေပၚ အလြွာကို ျဖတ္ျပီးမာေက်ာျပီးခံနိုင္ရည္ေကာင္းသည့္ ေျမၾကီးထဲသို့ေျပာင္းလဲေပးသည္။

ဆိပ္ကမ္းတည္ေဆာက္ျခင္း

ကၽြန္ေတာ္တို႕၏ ေရေၾကာင္းဆုိင္ရာႏွစ္ေပါင္းမ်ားစြာအေတြ႕အၾကံဳအရ ကၽြန္ေတာ္တို႕သည္ တရုတ္ျပည္မွ Zhejiang ဆိပ္ကမ္းကဲ့သို႕ေသာ ၾကီးမားသည့္ ေဆာက္လုပ္ေရးစီမံကိန္းမ်ားအတြင္း ပါ၀င္ေဆာင္ရြက္ခဲ့သည္။

China Jawa 7 ဓာတ္အားေပး စက္ရံု Indonesia

Project Profile
  • Name :Jawa 7 Power Plant
  • Location : Jawa, Indonesia
  • Method : VCM
Construction duration
  • From : 2016.05
  • To : 2017.07

Jawa 7 Power Plant is one of the largest coal fired power plant with 2*1000 MW capacity in Indonesia. The project is located at low land area with a lot of fish pool and swampy area. Vacuum Consolidation method is used to improve the soft clay to help the overall construction period to fulfill the very tight period requirement.

Sarulla Geothermal Power Plant, Indonesia

Project Profile
  • Name : Sarulla Geothermal Power Plant
  • Location : Sumatera, Indonesia
  • Method : Deep Cement Mixing
Construction duration
  • From : 2015.05
  • To : 2015.09

Sarulla Geothermal Power Plant is located beside Toba Lake which was a volcanic in history. The project site contains a lot of Tuff soil which is expansive when meeting water. Deep Cement Mixing method is used to improve the loose Tuff soil for stabilizing the whole backfill area.

Wuhan Greenland Center, China

Project Profile
  • Name : Diaphragm wall works in Wuhan Greenland Center
  • Location : Wuhan City in China
  • Method :Diaphragm wall
Construction duration
  • From : 2011.07
  • To : 2013.1

Piles Engineering Project for C360-LRT Phase-1

Project Profile
  • Name : Vacuum preloading & PVD Installation works in terminal 5
  • Location : Changi International Airport, Singapore
  • Method : VCM
Construction duration
  • From : 2015.01
  • To : 2018.06

Bored ပိုင္ရိုက္လုပ္ငန္း Kepong 5, UOA Group, Malaywsia

Project Profile
  • Name : Bored Piling Works, Kepong 5, UOA GROUP
  • Location : Kepong, Kuala Lumpur，Malaysia
  • Method : BP
Construction duration
  • From : 2016.12
  • To : 2017.08

The terminal 5 project of Singapore Changi Airport covers an area of around 25 hectares, and the depth of some part of the foundation is about 60 m. After replacing the previous technology of Cement Mixing Piling with Vacuum Consolidation Method(VCM), we helped save about 2 billion RMB and reduced 300, 000 tons of CO2 emission (equals to the total annual emission of about 600, 000 cars)

Formosa Ha Tinh သံမဏ္ိစက္ရံုဧရိယာမွ ပိုင္ရုိက္လုပ္ငန္း Vietnam

Project Profile
  • Name : Formosa Ha Tinh Steel Mill Furnace area Piling project
  • Location : Ky Anh Ha Tinh Vietnam
  • Method :PC
Construction duration
  • From : 2012.12
  • To :2013.12

Formosa Ha Tinh Steel Plant project is located in Ha Tinh in the middle of Vietnam, the employer of which is Formosa Ha Tinh Steel Xingye Co., Ltd, and its floor area is 2200 ha. We provide professional service to the employer, such as hydraulic reclamation material sifting evaluation suggestion, soft ground treatment design and construction of more than 500 hectares and pile foundation construction etc.The soft ground treatment covers dynamic compaction, High Vacuum Densification, preloading by vacuum, vibro-floated sand-gravel pile and immersed tube sand compaction pile etc.

PIK Golf ကၽြန္း Jakarta

Project Profile
  • Name : PIK Golf Island
  • Location : Jakarta, Indonesia
  • Method :Dynamic Compaction, Vibroflotation
Construction duration
  • From :2014.02
  • To : 2017.08

PIK Golf Island is the first huge scale reclamation artificial island in Indonesia. The total area was formed is more than 313 hectares. Dynamic compaction and Vibroflotation method are used to compact the loose sand of the whole island.

Hebel Caofeidian စက္မွဳဥယ်ာဥ္ China

Project Profile
  • Name : Caofeidian Industrial Zone
  • Location : Hebei Province in China
  • Method : HVDM
Construction duration
  • From : 2006.03
  • To : 2011.11

High Vacuum Densification Method(HVDM) was introduced to Hebei Caofeidian Industrial Park. Many construction sites of several hundreds of hectares, including tens of major roads, coal docks, railways, waste water treatment, etc, were treated by using HVDM. It was also reported that this technology saved around one third in cost and one half in time compared to conventional technologies.

ရွန္ဟိုင္းPugdong ႏိုင္ငံတကာေလဆိပ္ China

Project Profile
  • Name : Pudong International Airport
  • Location : Shanghai, China
  • Method : HVDM
Construction duration
  • From : 2003.06
  • To : 2005.10

Pudong International Airport, a competition was run among 7 schemes for treating soft ground (1,110, 000 m2) of the 2nd runway of Shanghai Pudong Int’l Airport. HVDM won by its high quality, low cost, and fast construction. Shanghai Airport website posted the project event, saying “No.1 Nationwide” and “well above the design standard” , and “saving over RMB 100 million” . The 3rd runway would continue to use the method.

Ningbo International Finance Centre, China

Project Profile
  • Name : Ningbo International Finance Centre
  • Location : Ningbo City in China
  • Method : Diaphragm wall and reinforced concrete strut
Construction duration
  • From : 2009.05
  • To : 2010.12

The area is 45000m2 in this project with three storey basements. The general excavation depth varies from 16.2m2 to 19.2m2, and the maximum depth is up to 24m2. The project is located at a soft mud soil layer with a complicated engineering geological condition. Surrounding environment is very complex with many buildings, municipal pipelines near foundation pit. We overcome the constraints of complex surrounding environment conditions and restrictions to make sure excavation displacement is less than 40mm by using diaphragm wall and concrete strut.