Please use this identifier to cite or link to this item: http://dspace.spu.ac.th/handle/123456789/3596
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dc.contributor.authorชัชวาลย์ พูนลาภพานิชen_US
dc.contributor.authorพลวิท บัวศรีen_US
dc.date.accessioned2555-05-27T15:39:28Z-
dc.date.available2555-05-27T15:39:28Z-
dc.date.issued2555-05-27T15:39:28Z-
dc.identifier.urihttp://dspace.spu.ac.th/handle/123456789/3596-
dc.description.abstractThis paper presents the comparison of dry-process bored pile capacities from static pile load test with the allowable pile capacities calculated from the friction resistance specified by Bangkok Building Codes. The study estimates the ultimate pile capacities using Mazurkiewicz’s method based on 42 static pile load test data of bored piles 0.50 and 0.60 m. diameters which were constructed in central Bangkok area. The comparison indicates that the average factor of safety is 2.26 and the minimum factor of safety is 1.7. The percentage of piles which have factor of safety below 2.0 is 17. This paper also presents a reduction factor equation for estimating the allowable capacity of dry-process bored piles having 19-25 m. pile length.en_US
dc.description.sponsorshipมหาวิทยาลัยศรีปทุมen_US
dc.subjectน้ำหนักบรรทุกen_US
dc.subjectเสาเข็มen_US
dc.subjectเจาะแห้งen_US
dc.subjectBored pilesen_US
dc.subjectDry processen_US
dc.subjectFoundationen_US
dc.subjectPile capacityen_US
dc.subjectPile foundationen_US
dc.subjectStatic pile load testen_US
dc.titleกำลังรับน้ำหนักบรรทุกของเสาเข็มเจาะแห้งในกรุงเทพฯen_US
dc.title.alternativeCAPACITY OF DRY-PROCESS BORED PILES IN BANGKOKen_US
dc.typeArticleen_US
Appears in Collections:EGI-03. บทความวิชาการ/วิจัย (อื่นๆ)



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