PRESHEARING AND UNDRAINED RESPONSE OF SAND

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概要

• 論文の詳細を見る

• A study of the effects of prestrain history on the subsequent monotonic and cyclic undrained reloading behaviour of a saturated sand that is contractive in the virgin state is presented. An effective stress boundary is proposed that distinguishes between small and large prestrain. Effects of the level and the sense of preshearing together with the manner of inducing prestrain are investigated for sand with both isotropic and anisotropic consolidation histories. Rational explanation is provided for the observed effects of preshearing by a detailed look at the effective stress conditions during preshearing and subsequent reloading.

• 社団法人地盤工学会の論文
• 1989-12-15

著者

• Chung E.k.f.

  Binnie And Partners

• VAID Y.P.

  Dept. of Civil Engineering, University of British Columbia

• KUERBIS R.H.

  Dept. of Civil Engineering, University of British Columbia

• Kuerbis R.h.

  Dept. Of Civil Engineering University Of British Columbia

• Vaid Y.p.

  Dept. Of Civil Engineering University Of British Columbia

関連論文

• PRESHEARING AND UNDRAINED RESPONSE OF SAND

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