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  6. MLT Method Construction History Document (Numerous Examples of Hard Ground)

MLT Method Construction History Document (Numerous Examples of Hard Ground)

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last updated:Mar 05, 2024

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Introducing a list of construction history using the MLT method! Featuring numerous examples on hard ground!

In the "MLT Method Construction History Document," we present a list of our construction achievements. We have successfully addressed numerous challenging sites that are difficult to work with using conventional methods through the "MLT Method." 【Construction Achievements (Excerpt)】 ■ 2009: Installation of Temporary Bridge for Nōu Ohashi Detour - Client: Ministry of Land, Infrastructure, Transport and Tourism, Hokuriku Regional Development Bureau, Takada River National Route Office - Type of Work: Pier Pile - Geological Layer: Gravel mixed with cobbles - Initial Design: Down-the-Hole Hammer ■ 2009: Sendai City High-Speed Railway East-West Line, Nishi Koen Section - Client: Sendai City Transportation Bureau - Type of Work: Retaining Pile - Geological Layer: Gravel mixed with cobbles, soft rock - Initial Design: Earth Auger ■ 2010: Reinforcement Work for Yamamoto Coast Embankment - Client: Ministry of Land, Infrastructure, Transport and Tourism, Tohoku Regional Development Bureau, Sendai River National Route Office - Type of Work: Steel Sheet Pile Pre-Boring - Geological Layer: Riprap, Concrete Blocks - Contracted Method: MLT Method *For more details, please refer to the PDF document or feel free to contact us.

    Ground foundation construction method
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MLT Method Construction History Document (Numerous Examples of Hard Ground)

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【Other Construction Achievements】*Examples of MLT Method Adopted in Design ■ 2011 Improvement Work at Yoneyama Intersection  ・Client: Director of the Hokuriku Regional Development Bureau, Ministry of Land, Infrastructure, Transport and Tourism, Naoetsu Road Office  ・Type of Work: Retaining Piles  ・Geological Layer: Mudstone  ・Contracted Method: MLT Method ■ 2012 Temporary Construction of the Breakwater at Himekawa Port (-10m)  ・Client: Niigata Prefecture Itoigawa Regional Promotion Bureau  ・Type of Work: Steel Sheet Pile Breakwater  ・Geological Layer: Gravel Mixed with Pebbles  ・Contracted Method: MLT Method ■ 2013 Removal of Old Bridge and Box Construction for 3.4.1 Chuo-dori Line Wide Area Cooperation (Street)  ・Client: Niigata Prefecture Tokamachi Regional Promotion Bureau  ・Type of Work: Retaining Piles  ・Geological Layer: Gravel Mixed with Pebbles  ・Contracted Method: MLT Method, etc. *For more details, please refer to the PDF document or feel free to contact us.

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MLT Method Construction History Document

MLT Method Construction History Document

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MLT method [new type machine] completed!!

MLT method [new type machine] completed!!

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Hard Ground Pre-Boring "MLT Method (No-Debris Hole Wall Method)"

Hard Ground Pre-Boring "MLT Method (No-Debris Hole Wall Method)"

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MLT Soil Co., Ltd. is a foundation construction company specializing in hard ground. We excel in "pile and steel sheet pile construction" and "removal of underground obstacles" for hard ground such as cobblestones, boulders, and bedrock, and we address difficult construction projects that are challenging to execute with conventional methods using our unique special techniques.

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