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The Structural Engineer Journal
www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf6 Jun 2006: ÖúÉE/À?Üaƒ_ endstream endobj 110 0 obj>stream H‰tVKŽë6hî“jJ{æ‡YØ0Èêîªêâ;|O“èèп¥IV4noD'XºãIšhï‹¢KŠHèLß/ÖÊ=HKWeý"éNÚâtR=MF4,Vésüç!Bò”Z5ݤð# z£å•Ñ.ÎK”Kâ}rߥª: ... ý›ìË -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: 1981), the net passive pressure under the excava-tion level is calculated from the net pressure coefficient(Kp – Ka) divided by a factor Fr (Ka and Kp are Rankineactive and passive
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