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Case Study

KL - Seremban Highway

KL - Seremban Highway

HAYWARD BAKER
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info 12-33Ei N Ramp D Ramp C Ramp H Ramp B Ramp F Ramp A Ramp E Ramp G KL - Seremban Highway Shah Alam Expressway treated by Keller 0 -5 -10 -15 -20 -25 Depth [m] Tip resistance q c [Mpa] 0 -5 -10 -15 -20 -25 02 4 68 10 0 2 4 68 10 Friction ratio [%] Vibro replacement at the Sri Petaling Interchange on Shah Alam Expressway Client KESAS Sdn. Bhd. Project details Site Nr.: 12-86-710 Volume: 240,000 lin. m. of stone columns Executi

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