A NEW DESIGN PROCEDURE FOR DRIVEN PILES AND ITS APPLICATION TO TWO JAPANESE CLAYS

スポンサーリンク

概要

• 論文の詳細を見る

• The paper describes how research into the effective stresses developed on displacement piles has led to a new design procedure for driven piles in clay. The new approach calculates local shaft friction capacity from a failure criterion derived from (i) drained interface shear tests, combined with (ii) expressions which link the radial effective stresses at failure to the initial vertical effective stress (σ'_<vo>), the apparent overconsolidation ratio (or YSR), the clay's sensitivity (S_t) and the relative depth to the pile tip (h/R^*). Base resistance may be assessed by conventional methods, or estimated from a new relationship involving the local average CPT resistance, q_c. The new method is demonstrated and verified using data from two Japanese case histories involving tests on large instrumented driven pipe-piles.

• 社団法人地盤工学会の論文
• 1998-03-15

著者

• 松本 樹典

  Department Of Civil Engineering Kanazawa University

• JARDINE RICHARD

  Soil Mechanics, Imperial College, London

• CHOW FIONA

  Geotechnical Consulting Group

• 松本 樹典

  Kanazawa University

• LEHANE BARRY

  Trinity College Dublin, Ireland. (Formerly Imperial College, London).

• Lehane Barry

  Trinity College Dublin Ireland. (formerly Imperial College London).

• Jardine Richard

  Soil Mechanics Imperial College London

関連論文

• STRESS WAVE MONITORING FOR A FRICTION PILE DURING DRIVlNG : A NEW ANALYSIS PROCEDURE
• MONITORING OF LOAD DISTRIBUTION OF THE PILES OF A BRIDGE DURING AND AFTER CONSTRUCTION
• A NEW DESIGN PROCEDURE FOR DRIVEN PILES AND ITS APPLICATION TO TWO JAPANESE CLAYS
• SIGNIFICANCE OF TWO-POINT STRAIN MEASUREMENT IN SPT
• EFFECTS OF SOIL PLUG ON BEHAVIOUR OF DRIVEN PIPE PILES
• 俳土式杭の新しい設計手法と日本における粘性土地盤での適用性

スポンサーリンク