杭・基礎工 (1)

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[III-364] Analytical study on the compression bearing capacity of an inverted T-shaped foundation nearby double slopes

*Yoshiteru Teranaka¹, Shigeaki Oka¹, Yohko Hattori¹, Yoh Nakajima¹ (1. TEPCO Holdings, Inc.)

Keywords:

sloping ground,inverted T-shaped foundation,compression bearing capacity

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