SAIGON ROYAL RESIDENCE

SAIGON ROYAL RESIDENCE

SAIGON ROYAL RESIDENCE

01/12/2020

SAIGON ROYAL RESIDENCE

Work: Pump to lower groundwater, geotechnical monitoring trắc
Place: 34-35 Ben Van Don, District 4, HCMC
Investor: Novaland Group

PUMP TO LOWER THE WATER LEVELS - IMPORTANT

Construction contractor Ricons Construction Investment Joint Stock Company. Thai Duong System participates in pumping down groundwater (Demolition of foundation pits) and geotechnical monitoring.

This is one of the deepest underground construction projects in Ho Chi Minh City.

Saigon Royal project is located at 34-35 Ben Van Don, Ward 12, District 4, HCMC. The project has a construction area of ​​6669 m2. With 19-35 floors and 4 underground floors, the deepest hole is -18.5m

1. Geotechnical monitoring

1.1 Purpose of monitoring

  • The observed results are intended to help verify the calculation results in the design, control the impacts of construction, promote or delay the progress of construction and treatment to prevent incidents.
  • Monitoring tilt and settlement of neighboring works: to assess the degree of displacement and stability of neighboring houses.
  • Monitoring horizontal displacement of earth barrier system (Inclinometer): Track the horizontal displacement, direction and speed of horizontal movement of the earth barrier system in order to assess the level and forecast the evolution of the displacements, from which there are solutions to the problems of displacement of the earth barrier system.
  • Observe the water level inside and outside the earth barrier system during the pumping process to lower the groundwater level over time in order to monitor the water level in the soil layer; through which it is possible to regulate the suction pump flow to achieve the highest efficiency and safety for the main and adjacent works.

1.2 The volume of work done

Diagram of location of monitoring landmarks

 

Table of equipment for monitoring

 

 

1.3 Actual image of geotechnical monitoring at the construction site

1.4 Geotechnical monitoring results

2. Construction to lower the underground water level

 

Calculation results of lowering groundwater level to ensure B3 floor construction when operating 7 wells: GK1, GK5, GK8, GK14, GK16, GK24, GK26

Calculation results of lowering groundwater level to ensure B4 floor construction when operating 15 wells: GK1, GK3, GK4, GK5, GK6, GK8, GK10, GK16, GK18, GK19, GK21, GK24, GK26, GK27

Calculation results of lowering groundwater level to ensure the construction of pit pits when operating 27 wells

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