By Meg Cabot
Former pop superstar Heather Wells has settled properly into her new existence as assistant dorm director at long island College—a occupation that doesn't require her to drape her dimension 12 physique in embarrassingly skimpy clothes. she will be able to even cope (sort of) along with her rocker ex-boyfriend's upcoming nuptials, which the clicking has dubbed the fame marriage ceremony of the last decade. yet she's certainly having a troublesome time facing the placement within the dormitory kitchen—where a cheerleader has misplaced her head at the first day of the semester. (Actually, her head is accounted for—it's her torso that's AWOL.)
Surrounded via hysterical students—with her ex-con father on her doorstep and her ex-love bombarding her with undesirable telephone calls—Heather welcomes the chance to play detective . . . back. If it will get her brain off her own problems—and groups her up back with the beautiful P.I. who owns the brownstone the place she lives—it's all solid. however the homicide path is top the average-sized beginner investigator right into a shadowy international. And if she doesn't watch her step, Heather will quickly be making a song her swan tune!
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Extra resources for Size 14 Is Not Fat Either (Heather Wells Mystery, Book 2)
10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Linder: “A method for the evaluation of the structural condition of pavements with thick bituminous road bases”. Prod. 5th Int. Conf. Structural Design of Asphalt Pavements, Vol. 1, pp 387–409, Delft, 1982. E. Nunn: “An investigation of reflection cracking in composite pavements in the United Kingdom”. Proceedings of the 1st RILEM-conference on Reflective Cracking in Pavements, Liège, pp. 146–153, 1989. Schmorak: “Analysis of structural behaviour of asphalt concrete pavements in SHRP-NL test sections”.
Crack activity measurements to determine in more detail the degree of slab rocking and the load transfer characteristics across the crack. e. Crack width measurements together with measurement of crack spacing and changes in crack width because of changes in climatic conditions (temperature, moisture). , in winter conditions without frost and with high moisture content of the subgrade. Depending on the nature of the crack, it can be determined whether or not some variation in crack width due to environmental influences is likely to occur.
They are tied together with steel rods, perpendicular to the pavement longitudinal axle, nailed to the existing pavement and filled with asphalt. 8]); • Grids2 The definitions given further for the several categories of interlayer products are slightly different from the ISO-and CEN- definitions of similar products used for geotechnical applications: nonwoven geotextile, woven geotextile, geogrid and geonet. 4) differs also largely from that in soil and drainage applications. CRACK PREVENTION AND USE OF OVERLAY SYSTEMS 47 Fig.