Highway Pavement Design
Highway Pavement Design CE 755
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This 6 page Class Notes was uploaded by Jermain Lindgren on Thursday October 15, 2015. The Class Notes belongs to CE 755 at North Carolina State University taught by R. Kim in Fall. Since its upload, it has received 15 views. For similar materials see /class/223738/ce-755-north-carolina-state-university in Civil Engineering at North Carolina State University.
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Date Created: 10/15/15
ENGINEERING ONLIN E 406 Mann Lecture Notes Course Number CE 755 Instructor Dr Kim Date 92308 Lecture Number 9 CC 2008 Nonh Carolina Stale University All Rights Reserved EVERSTRESS EXAMPLE Given the pavement structure presented in Table l and the following vhccl loads Single axle dual tires l g 2 P a bm bs Load 4500 lbs per ttr M Ttre pressure 110 39 pst C oordtnates of each wheel in the dual set 0 0 110 Determine the following pavement responses assuming lull bonding he ween ayet39s 9l Maximum surface de ection t Maximum tensile strain at the bottom ol39the ILMA base 393 Horizontal stress at the top quarter point in the aggregate base layer Vertical stress at the Le quarterpeittt in the aggregate base layer Maximum vertical compressive strain at the top olthe subgrade ll 2 3 4 5 Table 1 Description ol39pavcment structure ii m h u I Mm M 7 mem 1 lllllll Campoamp3 CE 755 3VN yam CvQMamptt Tho CE 7 SF QnsP se h Egsx wa Hem North Carolina State University All Rights Reserved 44 g 2 iulk 41 wmgmwgrm DOT E 295an 2113 Mu 5 Ever Sex783 Cg 755 E ver 37 rs a Vex Poore I M E Doorcmovdf 0637395 EveEag C BQQKCRQCMQJTW 3757 7 Jr A VAE139LL 1 L H u A liAMAEA 44 North Carolina State University All Righ1s Reserved 7 AW 4 I r g 2 F t V TV a WS Cirovjlax CNRJ W JxvxL S39WM P7655 he 44 L1 me 395 ka Norm Carolina State University All Rights Reserved North Carolina State University All Rights Reserved
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