LOCATION:   Bangkok, Thailand

 

CLIENT:       Thai Obayashi Corporation Ltd.

 

PERIOD OF SERVICES:

Geotechnical Instrumentation:Jun 2013 – Feb 2014

 

CAPITAL COST:          680,000.00 Baht

 

FINANCED BY:           N/A

 

ASSOCIATED FIRMS:    N/A

 

DESCRIPTION OF PROJECT:

The SET New Office Project is located on Ratchadaphisek Road in Bangkok. Construction of Foundation and Basement in the project will involve with an excavation work. Therefore, one preventive measure to avoid such damage was set up. Geotechnical instrumentation, inclinometer system is therefore planned and specified.

 

 

SCOPE OF SERVICES:

  • Supplied and installed of eight (8) Inclinometers to monitor magnitude and rate of ground movement in lateral direction
  • Monitoring work and interpretation report

 

 

KEY FACTORS:

  • The monitoring results are assessed how the construction can proceed without risk of failure and perform proper function in long term period.
  • The monitoring results provide the early warning of impending and/or critical failure,
  • Improve the remedial methodology.

 

LOCATION:   Bangkok, Thailand

 

CLIENT:        Thai Obayashi Corporation Ltd.

 

PERIOD OF SERVICES:

Geotechnical Instrumentation:Jun 2010 – Jun 2013

 

CAPITAL COST:          680,000.00 Baht

 

FINANCED BY:           N/A

 

ASSOCIATED FIRMS:    N/A

 

DESCRIPTION OF PROJECT:

Installation and monitoring instrumentation and CCTV system at Depot and 3 Park and Ride Buildings in MRT Purple Line Project to monitor construction performance and the effects of the construction that may induce harm to public.

 

SCOPE OF SERVICES:

  • Supplied and installed the following instruments:
    • Inclinometer, to monitor magnitude and rate of ground movement in the lateral direction.
    • Piezometer (Vibrating Wire), to monitor pore-water pressure.
    • Observation Well, to monitor ground water level.
    • Magnetic Extensometer, to monitor soil and heave in excavations, foundations, shafts and sheet piles.
    • Shallow Settlement Marker, to monitor surface settlement.
  • Monitoring work and interpretation report
  • Impact assessment due to construction work

 

 

KEY FACTORS:

  • The monitoring results are assessed how the construction can proceed without risk of failure and perform proper function in long term period.
  • The monitoring results provide the early warning of impending and/or critical failure,
  • Improve the remedial methodology.

LOCATION : 1. Highway No. 345, Sect. Bangboutong to

highway No.307 (Sta.3+408)

2. Express way No. 35, Sect. BKK-Parktor

No.307 (Sta.39+327)

3. Highway No. 3268, Sect. Bangpree-

Bangbou No.307 (Sta.17+520)

4. Express way No. 7, Suvannabhumi airport-

Chonburi Section 3, (Sta.48+007)

 

CLIENT : Department of Highway ,Thailand (DOH)

 

PERIOD OF SERVICES: Nov. 2006 – Oct. 2007

 

CONTRACT COST : 3,700,000.00 Baht

 

FINANCED BY: N/A

 

ASSOCIATED FIRMS: N/A

 

DESCRIPTION OF PROJECT:

The Deferential settlement is often occurred between road embankment in soft ground and bridge structure. The bearing unit structure was selected and design to prevent this problem. Department of Highway (DOH) intends to improve the design assumptions and design methodology for the bearing unit. The monitoring data is used to assess the design methodology during construction and long term performance. The results of the monitoring will be justified how the further remedial work can prolong the longevity or provide the early warning of impending and/or critical failure. International Engineering Consultants Co., Ltd. (IEC) awarded contract to carried out the geotechnical instrumentation work to monitored the behavior of the bearing unit in term of ground movement, pore water pressure, total pressure and also surface settlement. Interpretation and analysis using geotechnical finite element program were carried out.

 

SCOPE OF SERVICES:

  • Supplied and installed the following instruments:

  • Horizontal and Vertical Inclinometers to monitor magnitude and rate of ground movement in lateral and vertical directions.

  • Pneumatic Piezometer, to assess the pore pressure distribution.

  • Observation well, to monitored ground water level.

  • Surface settlement plate to monitor surface settlement.

  • Total pressure call, to monitored total pressure that acting on the bearing unit slab.

  • Monitoring work and interpretation report

  • Analysis the instrumentation results using geotechnical Finite element program

 

KEY FACTORS:

  • The data is used to verify the design assumptions and to check that performance is as predicted.

  • The monitoring results are assessed how the construction can proceed without risk of failure and perform proper function in long term period.

  • The monitoring results provide the early warning of impending and/or critical failure.

  • Improve the design methodology.

 

 

LOCATION : Highway No. 1263 Phangaung-Maehongsorn

Thailand

 

CLIENT : Department of Highway ,Thailand (DOH)

 

PERIOD OF SERVICES: Aug 2006 – Oct 2006

 

CONTRACT COST : 1,270,200.00 Baht

 

FINANCED BY: N/A

 

ASSOCIATED FIRMS: N/A

 

DESCRIPTION OF PROJECT:

The slope failure in Northern Thailand is often occurred particularly in Maehongsorn province. Department of Highway (DOH) intends to improve the remedial slope failure methodology. The monitoring data is used to assess the remedial methodology during construction and long term performance. The results of the monitoring will be justified how the further remedial work can prolong the longevity or provide the early warning of impending and/or critical failure. International Engineering Consultants Co.,Ltd (IEC) awarded contract to carried out the geotechnical instrumentation work to monitored the remedial slope performance in term of ground movement, pore water pressure and also surface settlement. Interpretation and analysis using geotechnical finite element program were carried out.

 

 

SCOPE OF SERVICES:

  • Supplied and installed the following instruments:

  • Inclinometer, to monitor magnitude and rate of ground movement in lateral direction.

  • Pneumatic Piezometer, to assess the insitu pore pressure distribution.

  • Observation well, to monitored ground water level

  • Surface settlement, plate to monitor surface settlement.

  • Monitoring work and interpretation report.

  • Analysis the instrumentation results and prediction using geotechnical Finite element program.

  • Evaluation of remedial slope performance during construction and long term performance of remedial slope.

 

KEY FACTORS:

  • The data is used to verify the design assumptions and to check that performance is as predicted

  • The monitoring results are assessed how the construction can proceed without risk of failure and perform proper function in long term period.

  • The monitoring results provide the early warning of impending and/or critical failure.

  • Improve the remedial methodology.

 

LOCATION : Sathorn Bangkok, Thailand

 

CLIENT : KKT Engineering Co., Ltd.

 

PERIOD OF SERVICES:

Geotechnical Instrumentation: Aug 2006 – present

 

CAPITAL COST : 600,000.00 Baht

 

ASSOCIATED FIRMS: N/A

 

DESCRIPTION OF PROJECT:

Construction of the 65 storey condominium, The Met project is located at Sathorn road. According to massive foundation of condominium, foundation behavior in term of stress distribution is one of the major issues for short term and long term behavior. Therefore, installation of strain gauge in bored pile shall be carried out to monitored the stress distribution throughout foundation.

 

SCOPE OF SERVICES:

  • Supplied and installed the following instruments: - Vibrating wire strain gauge to monitor stress distribution throughout foundation

  • Monitoring work and interpretation report

 

KEY FACTORS:

  • The data is used to verify the design assumptions and to check that performance is as predicted