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

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.

Related Link - http://www.mltsoil.co.jp/jisseki.html

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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.