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  1. Home
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  6. Triaxial test using LDT

Triaxial test using LDT

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last updated:Feb 13, 2023

東京ソイルリサーチ
東京ソイルリサーチ
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Introducing a test that addresses deformation issues with minimal strain, which has little impact from bedding errors!

To accurately grasp the deformation characteristics of ground materials, triaxial compression tests using LDT are effective. LDT (Local Displacement Transducer) is an axial strain measurement device attached to the side of the specimen, capable of measuring small strains accurately with minimal influence from bedding errors. Bedding error refers to measurement errors caused by deformations due to looseness at the upper and lower end faces of the specimen, incomplete contact between the specimen and the cap/pedestal, and elastic deformations of the cap/loading piston. 【Application Range】 ■ Applicable Soil Types - Hard ground materials (hard clay, soft rock, cement-treated soil, gravel) ■ Test Dimensions - φ50, H100 to φ300, H600 mm *For more details, please refer to the PDF document or feel free to contact us.

    Site and ground investigationGeological Survey
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Triaxial test using LDT

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  • Related Link - https://www.tokyosoil.co.jp/business/construction

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basic information

【Measurement Examples】 ■ Small Three-Axis LDT (φ5H10cm; LDT=45cm) ■ Large Three-Axis LDT (φ30H60cm; LDT=45cm) *For more details, please refer to the PDF document or feel free to contact us.

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東京ソイルリサーチ

東京ソイルリサーチ

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Since our establishment, our company has adhered to the corporate philosophy of "providing accurate and high-quality ground information," offering consistent technology from ground to foundation to building for our customers. In addition, with a broad perspective on the future of society, we are committed to the refinement and development of technology, the sustainable provision of high-quality information, and the training of engineers who support these efforts, contributing to the reduction of our customers' risks and the improvement of their outcomes. Please feel free to contact us if you have any requests.

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